Release notes IDEA StatiCa Steel 20

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    "value": "<p>The new version of IDEA StatiCa is here! It is the biggest implementation of customer feedback and wishes we have had in years. And that means something – IDEA StatiCa is used by over 3500 customers who share more than 4000 unique IDEA StatiCa projects <strong>every month</strong>.</p>\n<p>How did we get from number 10 to 20? The sheer volume of new functionalities seems to justify the “+10,” but the reason is more straightforward – align the numbering with year count. In 2020, we release IDEA StatiCa 20.</p>\n<p>This version brings an exceptional volume of new features and improvements. All that with our focus to enable engineers to work faster, evaluate the requirements of the national code thoroughly, and use the optimal amount of material. Highlights are:</p>\n<ul>\n  <li>New online licensing system – no more hassle with installation</li>\n  <li>IDEA StatiCa can now generate “sketches” to speed up the detailing process</li>\n  <li>110 new connection templates added to the starting wizard</li>\n  <li>Steel-to-timber connections can now be designed and checked</li>\n  <li>Cross-section databases are now automatically filtered based on your regional settings</li>\n  <li>Hong Kong and Indian codes are now supported</li>\n</ul>\n<p>We hope you will enjoy all our new features and improvements and would love to hear your feedback anytime.&nbsp;</p>\n<p>BTW, expect a little break from new features in Steel for the rest of the year. The 2020 autumn release will be focused on Concrete and BIM.</p>\n<p>Calculate yesterday’s estimates!</p>"
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    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                    "value": "<p>Alle bouwkundig ingenieurs, ontwerpers en detailers eisen een duidelijke visuele weergave van hun ontwerpen. Daarom was de mogelijkheid om tekeningen aan te passen een zeer gewenste functie. Ingenieurs willen \"schetsen\" genereren, detailers ontvangen ze graag, zodat ze de detaillering niet vanaf nul beginnen.&nbsp;Vanaf nu kunt u doorsnedemodellen definiëren en wijzigen in het hoofdvenster van de 3D-scène.</p>\n<figure data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/10d85330-38bc-4a59-859d-e55f50c84757/Section2up.png\" data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" alt=\"\"></figure>\n<p>Er kunnen verschillende doorsneden worden gedefinieerd, ze moeten aan de plaat worden bevestigd, en de grenzen van de doorsnede of de oriëntatie van de doorsnede kunnen worden gewijzigd.</p>\n<figure data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1cfa9097-eb11-4c6d-acca-687026b769a0/Section3up.png\" data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" alt=\"\"></figure>\n<p>Om een nieuwe doorsnede toe te voegen om een tekening of schets te maken, selecteert u een plaat in het verbindingsmodel en kiest u in het rechtsklikmenu <strong>Maak snede</strong>. Om de doorsnede te verwijderen, selecteert u de plaat en kiest u <strong>Verwijder snede</strong>.</p>\n<figure data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/94b3a62f-c84e-4968-af41-ce23e24f9953/Section5up.png\" data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" alt=\"\"></figure>\n<p>Om de doorsnedeweergave te verlaten, klikt u op het pictogram <strong>Benoemde snede</strong>. U kunt de doorsnedeweergaves daarna weer openen via dit pictogram en alle toegevoegde doorsneden in het menu doorbladeren en wijzigen.</p>\n<figure data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d085fb8c-a181-4c8b-b4a3-b5efba659423/Section6up.png\" data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\" alt=\"\"></figure>\n<p>De doorsnedemodelweergave kan worden afgedrukt als rapport of worden opgeslagen in een galerij voor verder gebruik.</p>\n<p>Er worden automatisch labels voor lassen en platen gegenereerd die respectievelijk het type en de dikte van de las en de dikte/afmetingen van de plaat beschrijven.</p>\n<figure data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/197fe921-96c1-4f52-913f-9e12de161275/Section4up.png\" data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" alt=\"\"></figure>\n<p><em>Labels voor lassen en plaateigenschappen</em></p>\n<p>Deze functie is alleen beschikbaar in de <strong>Enhanced</strong> versie van IDEA StatiCa Steel</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e964af7e_2708_01a2_b5d8_68700addc1df\"></object>"
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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                                                    "value": "<p>Er bestaan verschillende opties om lassen te benaderen in numerieke modellen. De grote vervormingen maken de mechanische analyse complexer en het is mogelijk om verschillende mesh-beschrijvingen, verschillende kinetische en kinematische variabelen en constitutieve modellen te gebruiken. Over het algemeen worden de verschillende soorten geometrische 2D- en 3D-modellen en daarmee eindige elementen met hun toepasbaarheid voor verschillende nauwkeurigheidsniveaus gebruikt. Het meest gebruikte materiaalmodel is het gebruikelijke plasticiteitsmodel op basis van het von Mises-vloeicriterium. Er worden twee benaderingen beschreven die voor lassen worden gebruikt. Restspanning en vervorming veroorzaakt door lassen worden niet verondersteld in het ontwerpmodel.</p>\n<p>De belasting wordt overgedragen via kracht-vervormingsbeperkingen op basis van de Lagrangiaanse formulering op de tegenoverliggende plaat. De verbinding wordt multi-point constraint (MPC) genoemd en relateert de eindige-elementknooppunten van de ene plaatrand aan de andere. De eindige elementen knooppunten zijn niet direct verbonden. Het voordeel van deze aanpak is de mogelijkheid om EE_netten met verschillende dichtheden te verbinden. De constraint maakt het mogelijk om het middenlijnoppervlak van de verbonden platen te modelleren met de offset, waarbij de werkelijke lasconfiguratie en lasdikte worden gerespecteerd. De belastingsverdeling in de las wordt afgeleid van de MPC, dus de spanningen worden berekend in het keelgedeelte. Dit is belangrijk voor de spanningsverdeling in de plaat onder de las en voor het modelleren van T-stubs.</p>\n<h4>Plastische herverdeling van spanningen in lassen</h4>\n<p>Het model met alleen multi-point constraints houdt geen rekening met de stijfheid van de las en de spanningsverdeling is conservatief. Spanningspieken die verschijnen aan het einde van plaatranden, in hoeken en afrondingen, bepalen de weerstand over de gehele lengte van de las. Om dit effect te elimineren, wordt tussen de platen een speciaal elastoplastisch element toegevoegd. Het element respecteert de dikte, positie en oriëntatie van de lasnaad. Het equivalente laslichaam wordt ingevoegd met de bijbehorende lasafmetingen. De niet-lineaire materiaalanalyse wordt toegepast en het elastoplastische gedrag in een gelijkwaardige lasmassa wordt bepaald. De plasticiteitstoestand wordt geregeld door spanningen in de lasdoorsnede. De spanningspieken worden herverdeeld over het langere deel van de laslengte.</p>\n<p>Het elastoplastische model van lassen geeft echte spanningswaarden en het is niet nodig om de spanning te middelen of te interpoleren. Berekende waarden bij het meest belaste laselement worden direct gebruikt voor controles van de las. Op deze manier is het niet nodig om de weerstand van <em>multi-oriented</em> lassen, lassen aan niet-verstijfde flenzen of lange lassen te verminderen.</p>\n<figure data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0bd27c97-ebab-4887-9fc1-d9027cdf3df8/Structural%20design%20of%20a%20steel%20connection%20-%20Welds.png\" data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" alt=\"Lasmodel van Lasdefinitie in van elastoplastich materiaal in IDEA CONNECTION\"></figure>\n<p><em>Constraint tussen laselement en netknooppunten</em></p>\n<p>Algemene lassen kunnen, terwijl ze plastische herverdeling gebruiken, worden ingesteld als continu, gedeeltelijk en onderbroken. Doorlopende lassen zijn over de gehele lengte van de rand, gedeeltelijk stelt de gebruiker in staat om offsets van beide kanten van de rand in te stellen, en onderbroken lassen kunnen bovendien worden ingesteld met een ingestelde lengte en een opening.</p>"
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                                            "value": "<h2><br></h2>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het structureel ontwerp van staalverbinding</a><br>\n<a href=\"#Steel-connection-material-model\">Staalverbinding Materiaal model</a><br>\n<a href=\"#Plate-model-and-mesh-convergence\">Plaatmodel en netconvergentie</a><br>\n<a href=\"#Contacts-between-steel-connection-plates\">Contacten tussen stalen verbindingsplaten</a><br>\n<a href=\"#Welded connections analysis\">Lassen</a><br>\n<a href=\"#Bolts and preloaded bolts connections\">Bouten en voorgespannen boutverbindingen</a><br>\n<a href=\"#Anchor_bolts\">Ankerbouten</a><br>\n<a href=\"#Structural model of a concrete block\">Betonblok</a></p>\n<h2>Analysemodel van IDEA StatiCa</h2>\n<p><a href=\"#Steel joint analysis model\">Rekenmodel voor staalverbinding</a><br>\n<a href=\"#Node equilibrium in the 3D FEM model\">Knoopevenwicht in het 3D FEM-model</a><a href=\"#Equilibrium_in_node\"><br>\n</a><a href=\"#Internal forces in the steel connections\">Internal forces in the steel connections</a><br>\n<a href=\"#Strength analysis of steel joints\">Strength analysis of steel joints</a><br>\n<a href=\"#Stiffness analysis and deformation capacity of steel joints\">Stiffness analysis and deformation capacity of steel joints</a><br>\n<a href=\"#Steel connection capacity design\">Steel connection capacity design</a><br>\n<a href=\"#Steel connection design resistance\">Steel connection design resistance</a><br>\n<a href=\"#Steel joint buckling analysis\">Steel joint buckling analysis</a><br>\n<a href=\"#Analysis convergence of complex steel connection models\">Analysis convergence of complex steel connection models</a><br>\n<a href=\"#Steel-to-timber connections\">Steel-to-timber connections</a><br>\n<a href=\"#Thin-walled steel members\">Thin-walled steel members</a><br>\n<a href=\"#Lateral-torsional restraint in structural design\">Lateral-torsional restraint in structural design</a><br>\n<a href=\"#Steel joints of hollow section cross-section members\">Steel joints of hollow section cross-section members</a><br>\n<a href=\"#Fatigue_analysis_type_in_structural_design\">Fatigue analysis type in structural design</a><br>\n<a href=\"#Fire-design\">Fire design</a></p>\n<h2>Specificaties voor nationale normen</h2>\n<p><a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">Check of components according to EN (Eurocode)</a><br>\n<a data-item-id=\"39660a09-9d6b-596f-acab-dbef59ebd019\" href=\"\">Check of components according to AISC (American standards)</a><br>\n<a data-item-id=\"ccb0dd69-3047-537c-9214-82c29d42a56a\" href=\"\">Check of components according to CISC (Canadian standards)</a><br>\n<a data-item-id=\"93b8c5be-e359-5cf8-a004-7b0ebf0553e7\" href=\"\">Check of components according to AS (Australian standards)</a><br>\n<a data-item-id=\"b7bfd35a-ab30-57d6-b2de-6087b7101d97\" href=\"\">Check of components according to SP (Russian standards)<br>\n</a><a data-item-id=\"c5aa2dab-e07e-4e66-b1f7-e0a2b6e5fe2b\" href=\"\">Check of components according to IS 800 (Indian standards)</a><br>\n<a data-item-id=\"4656dcda-ef9a-4ff9-8e1f-fc340656806d\" href=\"\">Check of components according to HKG (Hong Kong Code of Practice)</a><br>\n<a data-item-id=\"3b79e492-7f7e-59b7-8748-cc333d8ece18\" href=\"\">Check of components according to GB (Chinese standards)</a></p>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbca0f2b_4130_018b_f12a_1a94cc335e17\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background___general___introduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6fab8222_1916_01a6_0f69_0452e8c39332\"></object>\n<object 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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. See the dedicated <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Release Notes 22.1 article</a>.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Since 23.0.1 patch, the warning has been displayed to emphasize that the bolts going through the timber member are not checked (in the 3D scene and in Report).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"Timber warning in 23.0.1\"></figure>\n<p>This feature is available for the <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>\n<h3>Webinars and other resources</h3>\n<p>Check out the possibilities of the timber connections check in practice in the recording of the <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a> webinar.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>In our blog, you can read an article about <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Designing steel-to-timber connections</a> from July 2020.</p>\n<p>Take a look at the case study of a <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Family home in Massachusetts</a> done by our customer - the CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"Family home in Massachusetts\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef2a0e0_b878_01b2_1668_5489fe50626f\"></object>"
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                            "value": "<p>Type of connection: Double angle cleat connection</p>\n<p>Unit system:&nbsp;Metric</p>\n<p>Designed acc. to:&nbsp;AS 4100</p>\n<p>Investigated: Bolts, base metal</p>\n<p>Plate material:&nbsp;Grade 300</p>\n<p>Bolts: M20 Grade 8.8</p>\n<p>Example taken from:&nbsp;B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. For more information, please see the Wall paragraph.</p>\n<p>There are three ways to define the shape:</p>\n<ul>\n  <li>Two-way bridge&nbsp;</li>\n  <li>Highway bridge&nbsp;</li>\n  <li>And General - by polyline or imported from the DXF file</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>It is important to mention that these details (subregions) can be divided into two groups.&nbsp;The difference between them is in the element's thickness definition:</p>\n<ul>\n  <li>Walls and Diaphragms - constant thickness&nbsp;</li>\n  <li>Beams and Joints - &nbsp;thickness defined by a cross-section</li>\n</ul>\n<p><br></p>\n<p>Please be aware that all geometry types mentioned above are in the software considered as 2D elements, thus can transfer only in plane loads, and out of plane forces must be neglected.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n46c56442_ec49_010d_69d5_cea1d05d7dcd\"></object>"
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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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                                                                    "value": "<p>Release 20.1 brengt een nieuwe applicatie voor Betonontwerp - Concrete Member BETA. Modelleer, ontwerp de wapening en controleer een kritisch betonelement in enkele minuten.</p>\n<h2>Geometrie</h2>\n<p>Dankzij onze nieuwe applicatie kan de gebruiker eenvoudig ruimtelijke constructies van gewapend beton ontwerpen en beoordelen die bestaan uit 1-D elementen, <strong>liggers </strong>en <strong>kolommen</strong>. In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "type": "rich_text",
                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                            "value": "<p>Prices of individual connection components can be specified on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n  <li>Steel parts (plates and added steel members, grade dependent)</li>\n  <li>Welds (single and double fillet welds, ½ V&nbsp;and K&nbsp;butt welds, weld size dependent)</li>\n  <li>Bolt assemblies (grade and diameter dependent)</li>\n  <li>Hole drilling (as a percentage of bolt assembly cost)</li>\n</ul>\n<p>The resulting value is presented in the 3D scene and is updated according to manufacturing operations used in the design. Detailed cost calculation is an optional part of the calculation report.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"Report (Cost estimation)\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8749303e_3bb2_018f_de6d_d95c29f6b971\"></object>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bccca1aa_23d9_01fd_ea1a_483e20dce92f\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                            "value": "<p>Previously, the thickness of the thinner of the plates was selected. Now, the thickness of the plate whose edge is used is selected. This may have a very small impact on the results in a negligible amount of older models due to the change of multipoint constraints in the analysis model. When the bigger butt weld is used, the multipoint constraint transfers the force into a larger area on the surface of the connected plate.</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"Butt welds upgraded model\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. Though the analysis in IDEA StatiCa Connection is based on CBFEM, in simple cases, the stress can be compared to hand calculations to verify the resulting values.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"afef3dc2_d3ca_0190_30d4_2b8c2bc7fbc2\"></object>\n<h4>Setting fillet welds along with an SHS web and a plate surface</h4>\n<p>Hollow sections and mainly the curved corners of their cross-sections are sometimes tricky to deal with regarding welding etc. See how to properly set a simple fillet weld on both sides of an SHS member, along with its corners that have to be connected to a surface of a plate.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f339d127_df92_0198_5873_5e7993369c1a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3703b394_fafc_018b_4ca9_53f36b710e55\"></object>"
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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                                    "value": "<p>Als je de vorm van een plaat van je stalen verbinding moet veranderen, kun je die snel en eenvoudig aanpassen in de plaatbewerker (Editor). Je kunt kiezen uit verschillende bewerkingen - opening, afronding, afschuining en andere.</p>\n<p>We hoeven alleen maar een bewerking met een gewenste plaat te selecteren en <strong>Editor</strong> te starten vanuit het eigenschappenvenster.</p>\n<figure data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a9f47fc-539e-408f-97f7-37ede908c31d/edit_shape_1-0.png\" data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" alt=\"\"></figure>\n<p>Klik op een van de bewerkingen en voer de gewenste eigenschappen in, zoals u kunt zien in het onderstaande voorbeeld. Klik op <strong>Apply</strong> om de wijzigingen meteen in het model te zien.</p>\n<figure data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba71273b-9f44-46a9-b4d6-32b9e4310284/edit_shape_2-0.png\" data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" alt=\"\"></figure>\n<p>Bekijk onze opname van een webinar waarin deze productiebewerking is geïntroduceerd:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b75cbe5d_8a6d_01b1_63bc_b0856f42abff\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "Beperking: RFEM/RSTAB BIM link biedt alleen de export van verbindingen en elementen onder de Eurocode (EN)."
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                                        "codename": "emea"
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                                                      {
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                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. Vooral voor staalconstructies is dit vaak de cruciale weerstand, omdat de prestaties van staal bij hogere temperaturen dramatisch afnemen.&nbsp;</p>\n<p>Vanaf versie 22.1 kunnen de ontwerpers stalen verbindingen en ook het geheel van de met elkaar verbonden staven analyseren voor bepaalde temperaturen, dankzij de <strong>Brandontwerp</strong>-analyse die zowel in de applicaties IDEA StatiCa Connection en Member aanwezig is.&nbsp;</p>\n<p>Daarnaast hebben we vele andere verbeteringen voorbereid, die in de dagelijkse praktijk van onze gebruikers zullen helpen.&nbsp;</p>\n<h3>Verbeteringen in het ontwerp en de analyse van stalen verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"cfff8f1c-5411-4984-a448-e7868a33ac19\" href=\"\">Horizontale bindweerstand</a></li>\n  <li><a data-item-id=\"b0240d9a-db0c-4fb9-a633-5ac9c63ba259\" href=\"\">Brandontwerp van staalverbindingen</a>&nbsp;</li>\n  <li><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\">Plaat en las botsingscontrole</a></li>\n  <li><a data-item-id=\"5f7b56de-fe8a-4896-b673-a40c966a9802\" href=\"\">Connection Browser: Eigenschappen, parameters en filtratie</a></li>\n  <li><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\">Contact kan worden ingesteld naast las</a>&nbsp;</li>\n  <li><a data-item-id=\"4a6e440f-7270-4fa6-8183-6383afc8a081\" href=\"\">Operatie \"Cut of plate\" (Snede van de plaat) herontworpen&nbsp;</a></li>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Houtverbindingen: toon de hoek met de nerf</a> (sinds de 22.0.1 patch)</li>\n  <li><a data-item-id=\"d8668cc4-a6fe-4eeb-8c1c-aa27f25400a8\" href=\"\">Herontwerp van de dialoog</a>​ (sinds de 22.0.3 patch)</li>\n</ul>\n<h4>Kleinere verbeteringen&nbsp;</h4>\n<ul>\n  <li>&nbsp;EN - een aantal van de subscripts in het verslag verenigen (sinds de 22.0.1 patch)</li>\n  <li>NVOL verwijderen uit contact-, las- en boutrasterbewerkingen (sinds de 22.0.2 patch)</li>\n  <li>Stel de lengte van het gecondenseerde element in IOM in (sinds de 22.0.3 patch)</li>\n  <li>AISC lassymbolen - beenmaat Ls veranderd in w, keeldikte Th veranderd in tw (in lijn met AISC 360) &nbsp;</li>\n  <li>Britse eenheden - rotatiestijfheid toegevoegd&nbsp;</li>\n  <li>Schetsplaat - ingekerfde staaf&nbsp;</li>\n  <li>Staaf snijden - bounding box refactoring (= verfijning van de snijdoos) om snijden van een plaat met meer dan 4 randen mogelijk te maken</li>\n</ul>\n<h2>Nieuws voor Beton en Voorspanning</h2>\n<p>Ontwerpt u hoogbouw van gewapend beton of industriële gebouwen en moet u de brandweerstand ervan controleren? Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                            "value": "<p>Material and Product Range Library (MPRL)&nbsp;can help you store, manage, export, and share personally defined properties of many different material settings from IDEA StatiCa programs (Connection, Member, Detail, Beam, RCS).&nbsp;</p>\n<h3>How to define a custom material</h3>\n<p>The possibility to define the new material (and also MPRL&nbsp;in which it is going to be saved) is to be found under <strong>Materials</strong> in all the above-mentioned applications.&nbsp;</p>\n<p>You can <strong>add a new material </strong>by a button on the top ribbon, or you can <strong>copy the existing one</strong>. Afterward, the material properties can be changed by the <strong>Edit</strong> command (the name, properties). <strong>Save</strong> the changes.</p>\n<figure data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81a27d92-aff6-4b7c-bcd5-bab9ff6e489e/user_def_0-0.png\" data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" alt=\"\"></figure>\n<p>The newly created material will be saved into MPRL, which enables you to use it in other projects as well.</p>\n<p>Define the <strong>name </strong>of the material in the database and <strong>table </strong>(kind of a category for sorting purposes). Either select the table from the drop-down menu or define a new one by the three dots button.</p>\n<figure data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ac84c88-e00d-4786-a3c9-f3f74adb56d2/user_def_1-0.png\" data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" alt=\"\"></figure>\n<p>In the presented example, the edited material (<em>My edit of S 235</em>) will be saved under the new <em>My Company’s table of materials</em> table.</p>\n<figure data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f96614a-aa11-4a4c-92e1-81a4d99753e3/user_def_2-0.png\" data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" alt=\"\"></figure>\n<p>The new material has been saved into MPRL - <strong>open MPRL</strong> <strong>Editor </strong>using the button in the top ribbon.</p>\n<figure data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9eb6506b-b086-4dfa-86ba-4cb5102eaa42/user_def_3-0.png\" data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" alt=\"\"></figure>\n<p>Here, the material can be edited and saved (File - Save) or deleted from MPRL. The data saved in MPRL is accessible from all IDEA StatiCa applications. It can also be shared by Export and Import with other users.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c16f54b9_4def_0152_10e0_655cf8a68a2e\"></object>\n<h3>How to export material from MPRL</h3>\n<p>Export the Material and Product Range Library (MPRL) and share your custom material/bolts/concrete/reinforcement with your colleagues. Use the <strong>Export to CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33baadda_1b80_0156_3a12_3101e78ed1e2\"></object>\n<h3>How to import material into MPRL</h3>\n<p>Import the Material and Product Range Library (MPRL) that someone shared with you and load the custom material/bolts/concrete/reinforcement. Use the <strong>Import from CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae092d1e_e6b4_01b6_3028_c2b00a0d8099\"></object>"
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                                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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                                "description": "IDEA StatiCa Member for steel",
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "The definition of boundary conditions is one of the most challenging tasks of modeling in any software. In the three following cases, the behavior of the segment of the structure subjected to different load and boundary conditions is explained."
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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                                            "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. 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De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. 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                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                            "value": "<h2><br></h2>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het structureel ontwerp van staalverbinding</a><br>\n<a href=\"#Steel-connection-material-model\">Staalverbinding Materiaal model</a><br>\n<a href=\"#Plate-model-and-mesh-convergence\">Plaatmodel en netconvergentie</a><br>\n<a href=\"#Contacts-between-steel-connection-plates\">Contacten tussen stalen verbindingsplaten</a><br>\n<a href=\"#Welded connections analysis\">Lassen</a><br>\n<a href=\"#Bolts and preloaded bolts connections\">Bouten en voorgespannen boutverbindingen</a><br>\n<a href=\"#Anchor_bolts\">Ankerbouten</a><br>\n<a href=\"#Structural model of a concrete block\">Betonblok</a></p>\n<h2>Analysemodel van IDEA StatiCa</h2>\n<p><a href=\"#Steel joint analysis model\">Rekenmodel voor staalverbinding</a><br>\n<a href=\"#Node equilibrium in the 3D FEM model\">Knoopevenwicht in het 3D FEM-model</a><a href=\"#Equilibrium_in_node\"><br>\n</a><a href=\"#Internal forces in the steel connections\">Internal forces in the steel connections</a><br>\n<a href=\"#Strength analysis of steel joints\">Strength analysis of steel joints</a><br>\n<a href=\"#Stiffness analysis and deformation capacity of steel joints\">Stiffness analysis and deformation capacity of steel joints</a><br>\n<a href=\"#Steel connection capacity design\">Steel connection capacity design</a><br>\n<a href=\"#Steel connection design resistance\">Steel connection design resistance</a><br>\n<a href=\"#Steel joint buckling analysis\">Steel joint buckling analysis</a><br>\n<a href=\"#Analysis convergence of complex steel connection models\">Analysis convergence of complex steel connection models</a><br>\n<a href=\"#Steel-to-timber connections\">Steel-to-timber connections</a><br>\n<a href=\"#Thin-walled steel members\">Thin-walled steel members</a><br>\n<a href=\"#Lateral-torsional restraint in structural design\">Lateral-torsional restraint in structural design</a><br>\n<a href=\"#Steel joints of hollow section cross-section members\">Steel joints of hollow section cross-section members</a><br>\n<a href=\"#Fatigue_analysis_type_in_structural_design\">Fatigue analysis type in structural design</a><br>\n<a href=\"#Fire-design\">Fire design</a></p>\n<h2>Specificaties voor nationale normen</h2>\n<p><a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">Check of components according to EN (Eurocode)</a><br>\n<a data-item-id=\"39660a09-9d6b-596f-acab-dbef59ebd019\" href=\"\">Check of components according to AISC (American standards)</a><br>\n<a data-item-id=\"ccb0dd69-3047-537c-9214-82c29d42a56a\" href=\"\">Check of components according to CISC (Canadian standards)</a><br>\n<a data-item-id=\"93b8c5be-e359-5cf8-a004-7b0ebf0553e7\" href=\"\">Check of components according to AS (Australian standards)</a><br>\n<a data-item-id=\"b7bfd35a-ab30-57d6-b2de-6087b7101d97\" href=\"\">Check 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    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. See the dedicated <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Release Notes 22.1 article</a>.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Since 23.0.1 patch, the warning has been displayed to emphasize that the bolts going through the timber member are not checked (in the 3D scene and in Report).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"Timber warning in 23.0.1\"></figure>\n<p>This feature is available for the <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>\n<h3>Webinars and other resources</h3>\n<p>Check out the possibilities of the timber connections check in practice in the recording of the <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a> webinar.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>In our blog, you can read an article about <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Designing steel-to-timber connections</a> from July 2020.</p>\n<p>Take a look at the case study of a <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Family home in Massachusetts</a> done by our customer - the CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"Family home in Massachusetts\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef2a0e0_b878_01b2_1668_5489fe50626f\"></object>"
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                    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                            "value": "<p><em>Opmerking: Connection Browser werd hernoemd naar </em><em><strong>Connection Library</strong></em><em> met versie 23.0 (april 2023).</em></p>\n<p>De eerste is de set die door IDEA StatiCa in elke installatie wordt gedefinieerd. De tweede is de set van ontwerpen van verbindingen gemaakt en opgeslagen door elke gebruiker. De derde zal een bedrijfsset van verbindingen zijn die elk van onze klanten kan maken en onderhouden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f929e3ba_dab0_0174_117b_3e7935b01e3f\"></object>\n<p>Met de Connection Browser kunt u een geschikte ontwerpoplossing vinden uit een database met voorgedefinieerde ontwerpen en deze direct toepassen op uw elementen.&nbsp;</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Er zijn drie nieuwe knoppen voor de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> Browser. De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. We adviseren alle gebruikers om hun huidige sjablonen op te slaan als hun persoonlijke ontwerpen in de Connection Browser.</p>"
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                                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. Vooral voor staalconstructies is dit vaak de cruciale weerstand, omdat de prestaties van staal bij hogere temperaturen dramatisch afnemen.&nbsp;</p>\n<p>Vanaf versie 22.1 kunnen de ontwerpers stalen verbindingen en ook het geheel van de met elkaar verbonden staven analyseren voor bepaalde temperaturen, dankzij de <strong>Brandontwerp</strong>-analyse die zowel in de applicaties IDEA StatiCa Connection en Member aanwezig is.&nbsp;</p>\n<p>Daarnaast hebben we vele andere verbeteringen voorbereid, die in de dagelijkse praktijk van onze gebruikers zullen helpen.&nbsp;</p>\n<h3>Verbeteringen in het ontwerp en de analyse van stalen verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"cfff8f1c-5411-4984-a448-e7868a33ac19\" href=\"\">Horizontale bindweerstand</a></li>\n  <li><a data-item-id=\"b0240d9a-db0c-4fb9-a633-5ac9c63ba259\" href=\"\">Brandontwerp van staalverbindingen</a>&nbsp;</li>\n  <li><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\">Plaat en las botsingscontrole</a></li>\n  <li><a data-item-id=\"5f7b56de-fe8a-4896-b673-a40c966a9802\" href=\"\">Connection Browser: Eigenschappen, parameters en filtratie</a></li>\n  <li><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\">Contact kan worden ingesteld naast las</a>&nbsp;</li>\n  <li><a data-item-id=\"4a6e440f-7270-4fa6-8183-6383afc8a081\" href=\"\">Operatie \"Cut of plate\" (Snede van de plaat) herontworpen&nbsp;</a></li>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Houtverbindingen: toon de hoek met de nerf</a> (sinds de 22.0.1 patch)</li>\n  <li><a data-item-id=\"d8668cc4-a6fe-4eeb-8c1c-aa27f25400a8\" href=\"\">Herontwerp van de dialoog</a>​ (sinds de 22.0.3 patch)</li>\n</ul>\n<h4>Kleinere verbeteringen&nbsp;</h4>\n<ul>\n  <li>&nbsp;EN - een aantal van de subscripts in het verslag verenigen (sinds de 22.0.1 patch)</li>\n  <li>NVOL verwijderen uit contact-, las- en boutrasterbewerkingen (sinds de 22.0.2 patch)</li>\n  <li>Stel de lengte van het gecondenseerde element in IOM in (sinds de 22.0.3 patch)</li>\n  <li>AISC lassymbolen - beenmaat Ls veranderd in w, keeldikte Th veranderd in tw (in lijn met AISC 360) &nbsp;</li>\n  <li>Britse eenheden - rotatiestijfheid toegevoegd&nbsp;</li>\n  <li>Schetsplaat - ingekerfde staaf&nbsp;</li>\n  <li>Staaf snijden - bounding box refactoring (= verfijning van de snijdoos) om snijden van een plaat met meer dan 4 randen mogelijk te maken</li>\n</ul>\n<h2>Nieuws voor Beton en Voorspanning</h2>\n<p>Ontwerpt u hoogbouw van gewapend beton of industriële gebouwen en moet u de brandweerstand ervan controleren? Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. Krijg een exclusieve demonstratie van de belangrijkste functies door het team achter de release en laat uw vragen beantwoorden. <a data-item-id=\"152232af-c01a-4725-9493-640ccdb31d73\" href=\"\">Meer informatie vindt u hier</a>.</p>\n<h2>Volledige Release notes</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v23.0 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"af395509_7f2b_01a6_f8fc_359ac9f1f4a4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1ccda62c_7b44_0155_7c18_05796e21af9f\"></object>"
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                                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                                                    "value": "<p>Er bestaan verschillende opties om lassen te benaderen in numerieke modellen. De grote vervormingen maken de mechanische analyse complexer en het is mogelijk om verschillende mesh-beschrijvingen, verschillende kinetische en kinematische variabelen en constitutieve modellen te gebruiken. Over het algemeen worden de verschillende soorten geometrische 2D- en 3D-modellen en daarmee eindige elementen met hun toepasbaarheid voor verschillende nauwkeurigheidsniveaus gebruikt. Het meest gebruikte materiaalmodel is het gebruikelijke plasticiteitsmodel op basis van het von Mises-vloeicriterium. Er worden twee benaderingen beschreven die voor lassen worden gebruikt. Restspanning en vervorming veroorzaakt door lassen worden niet verondersteld in het ontwerpmodel.</p>\n<p>De belasting wordt overgedragen via kracht-vervormingsbeperkingen op basis van de Lagrangiaanse formulering op de tegenoverliggende plaat. De verbinding wordt multi-point constraint (MPC) genoemd en relateert de eindige-elementknooppunten van de ene plaatrand aan de andere. De eindige elementen knooppunten zijn niet direct verbonden. Het voordeel van deze aanpak is de mogelijkheid om EE_netten met verschillende dichtheden te verbinden. De constraint maakt het mogelijk om het middenlijnoppervlak van de verbonden platen te modelleren met de offset, waarbij de werkelijke lasconfiguratie en lasdikte worden gerespecteerd. De belastingsverdeling in de las wordt afgeleid van de MPC, dus de spanningen worden berekend in het keelgedeelte. Dit is belangrijk voor de spanningsverdeling in de plaat onder de las en voor het modelleren van T-stubs.</p>\n<h4>Plastische herverdeling van spanningen in lassen</h4>\n<p>Het model met alleen multi-point constraints houdt geen rekening met de stijfheid van de las en de spanningsverdeling is conservatief. Spanningspieken die verschijnen aan het einde van plaatranden, in hoeken en afrondingen, bepalen de weerstand over de gehele lengte van de las. Om dit effect te elimineren, wordt tussen de platen een speciaal elastoplastisch element toegevoegd. Het element respecteert de dikte, positie en oriëntatie van de lasnaad. Het equivalente laslichaam wordt ingevoegd met de bijbehorende lasafmetingen. De niet-lineaire materiaalanalyse wordt toegepast en het elastoplastische gedrag in een gelijkwaardige lasmassa wordt bepaald. De plasticiteitstoestand wordt geregeld door spanningen in de lasdoorsnede. De spanningspieken worden herverdeeld over het langere deel van de laslengte.</p>\n<p>Het elastoplastische model van lassen geeft echte spanningswaarden en het is niet nodig om de spanning te middelen of te interpoleren. Berekende waarden bij het meest belaste laselement worden direct gebruikt voor controles van de las. Op deze manier is het niet nodig om de weerstand van <em>multi-oriented</em> lassen, lassen aan niet-verstijfde flenzen of lange lassen te verminderen.</p>\n<figure data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0bd27c97-ebab-4887-9fc1-d9027cdf3df8/Structural%20design%20of%20a%20steel%20connection%20-%20Welds.png\" data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" alt=\"Lasmodel van Lasdefinitie in van elastoplastich materiaal in IDEA CONNECTION\"></figure>\n<p><em>Constraint tussen laselement en netknooppunten</em></p>\n<p>Algemene lassen kunnen, terwijl ze plastische herverdeling gebruiken, worden ingesteld als continu, gedeeltelijk en onderbroken. Doorlopende lassen zijn over de gehele lengte van de rand, gedeeltelijk stelt de gebruiker in staat om offsets van beide kanten van de rand in te stellen, en onderbroken lassen kunnen bovendien worden ingesteld met een ingestelde lengte en een opening.</p>"
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                                            "value": "<h2><br></h2>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het structureel ontwerp van staalverbinding</a><br>\n<a href=\"#Steel-connection-material-model\">Staalverbinding Materiaal model</a><br>\n<a href=\"#Plate-model-and-mesh-convergence\">Plaatmodel en netconvergentie</a><br>\n<a href=\"#Contacts-between-steel-connection-plates\">Contacten tussen stalen verbindingsplaten</a><br>\n<a href=\"#Welded connections analysis\">Lassen</a><br>\n<a href=\"#Bolts and preloaded bolts connections\">Bouten en voorgespannen boutverbindingen</a><br>\n<a href=\"#Anchor_bolts\">Ankerbouten</a><br>\n<a href=\"#Structural model of a concrete block\">Betonblok</a></p>\n<h2>Analysemodel van IDEA StatiCa</h2>\n<p><a href=\"#Steel joint analysis model\">Rekenmodel voor staalverbinding</a><br>\n<a href=\"#Node equilibrium in the 3D FEM model\">Knoopevenwicht in het 3D FEM-model</a><a 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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. See the dedicated <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Release Notes 22.1 article</a>.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Since 23.0.1 patch, the warning has been displayed to emphasize that the bolts going through the timber member are not checked (in the 3D scene and in Report).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"Timber warning in 23.0.1\"></figure>\n<p>This feature is available for the <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>\n<h3>Webinars and other resources</h3>\n<p>Check out the possibilities of the timber connections check in practice in the recording of the <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a> webinar.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>In our blog, you can read an article about <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Designing steel-to-timber connections</a> from July 2020.</p>\n<p>Take a look at the case study of a <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Family home in Massachusetts</a> done by our customer - the CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"Family home in Massachusetts\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef2a0e0_b878_01b2_1668_5489fe50626f\"></object>"
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                    "value": "<p>In the case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations. From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" data-image-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/95a19e24-e2d9-423c-9f4c-a35c30ea2e9a/Notch2.png\" data-asset-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" data-image-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" alt=\"Notch\"></figure>\n<p><em>A notch at the flanges defined by the new feature.</em></p>\n<p>This feature is available for the <strong>Expert</strong> and <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>"
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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. 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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "Do you have trouble with fulfilling stress limitation in quasi-permanent combination while designing your beam in IDEA StatiCa Beam? Use implemented calculation of non-linear creep and you will not have to worry about the check any more."
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>De nieuwe versie brengt een verbeterd algoritme voor het berekenen van de boutafstanden (p1; p2), eind (e1) en rand (e2)<strong> afstanden voor de Eurocode stuikcontrole</strong>. Deze verbetering is vooral relevant voor algemene plaatgeometrieën, platen met openingen, uitsnijdingen, enz.</p>\n<p>Het algoritme leest de werkelijke richting van de resulterende dwarskrachtvector in een gegeven bout en berekent vervolgens de afstanden die nodig zijn voor de stuikcontrole.</p>\n<p>De eind (e1) en rand (e2) afstanden worden bepaald door de plaatcontour in drie segmenten te verdelen. Het eindsegment wordt aangegeven met een bereik van 60 ° in de richting van de krachtvector. De randsegmenten worden gedefinieerd door twee bereiken van 65 ° loodrecht op de krachtvector. De kortste afstand van een bout tot een relevant segment wordt dan als einde of randafstand genomen.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"Stuikweerstand controle met randafstanden in IDEA CONNECTION v20.1\"></figure>\n<p>De afstanden tussen boutgaten (p1; p2) worden bepaald door de omringende boutgaten virtueel met de helft van hun diameter te vergroten en vervolgens twee lijnen in de richting van en loodrecht op de dwarskrachtvector te trekken. De afstanden tot de vergrote boutgaten die door deze lijnen worden doorsneden, worden dan in de berekening als p1 en p2 beschouwd.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"randafstand e2 randafstand e1 bout hart-op-hart afstand p1 en p2 in IDEA CONNECTION\"></figure>\n<p>Beschikbaar in <strong>Steel Expert </strong>en <strong>Enhanced </strong>.</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. Though the analysis in IDEA StatiCa Connection is based on CBFEM, in simple cases, the stress can be compared to hand calculations to verify the resulting values.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"afef3dc2_d3ca_0190_30d4_2b8c2bc7fbc2\"></object>\n<h4>Setting fillet welds along with an SHS web and a plate surface</h4>\n<p>Hollow sections and mainly the curved corners of their cross-sections are sometimes tricky to deal with regarding welding etc. See how to properly set a simple fillet weld on both sides of an SHS member, along with its corners that have to be connected to a surface of a plate.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f339d127_df92_0198_5873_5e7993369c1a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3703b394_fafc_018b_4ca9_53f36b710e55\"></object>"
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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                            "value": "<p>When selected, a check for potentially missing welds is performed. Such welds are then added and imported along with the rest of the components.</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export of recommended welds\"></figure>\n<p>These welds might be missing due to an incorrect export, or perhaps they are not&nbsp;in the CAD model altogether. The added welds are then labeled as \"recommended weld\" in the tree of operations in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1be4aa05-910a-40f5-bfb2-3d6c0d01246e/Screenshot%202020-10-05%20122304.png\" data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" alt=\"Recommended welds result\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                            "value": "<p>Contact is alleen effectief bij compressie, terwijl lassen afschuif- en trekkrachten overbrengen.</p>\n<p>Een las is zeer stijf en moet worden belast om een beetje mee te geven en het contact te laten inwerken. Dat betekent dat er zelfs voor lassen in compressie met contact een aanzienlijke spanning is. Dat vermindert echter niet de weerstand van zo'n las in afschuiving.</p>\n<p>Een hoeklas met contact heeft een nieuw symbool: een driehoek met een pijl (controle en verslag). Er is ook een symbooluitleg toegevoegd aan het verslag.</p>\n<p>De gebruikers moeten zich ervan bewust zijn dat lassen gewoonlijk in druk worden gecontroleerd. Als een overdracht van drukbelasting door contact is toegestaan, moeten de oppervlakken nauwkeurig worden gesneden en mag er geen spleet zijn.</p>\n<p>Wanneer de staaf nauwkeurig wordt gesneden, kan men ervan uitgaan dat de drukkrachten door contact worden overgebracht en dat de lassen alleen trek- en schuifkrachten overbrengen. Dit wordt vooral gebruikt voor kolomvoeten, meestal in West-Europa.</p>\n<p>Denk eraan - het is de verantwoordelijkheid van de gebruiker om ervoor te zorgen dat er geen spleet is en dat de staaf precies gesneden is.&nbsp;</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p>Beschikbaar in zowel <strong>Expert</strong> als <strong>Verrijkte</strong> editie van&nbsp;<a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>"
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                            "value": "<p>Material and Product Range Library (MPRL)&nbsp;can help you store, manage, export, and share personally defined properties of many different material settings from IDEA StatiCa programs (Connection, Member, Detail, Beam, RCS).&nbsp;</p>\n<h3>How to define a custom material</h3>\n<p>The possibility to define the new material (and also MPRL&nbsp;in which it is going to be saved) is to be found under <strong>Materials</strong> in all the above-mentioned applications.&nbsp;</p>\n<p>You can <strong>add a new material </strong>by a button on the top ribbon, or you can <strong>copy the existing one</strong>. Afterward, the material properties can be changed by the <strong>Edit</strong> command (the name, properties). <strong>Save</strong> the changes.</p>\n<figure data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81a27d92-aff6-4b7c-bcd5-bab9ff6e489e/user_def_0-0.png\" data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" alt=\"\"></figure>\n<p>The newly created material will be saved into MPRL, which enables you to use it in other projects as well.</p>\n<p>Define the <strong>name </strong>of the material in the database and <strong>table </strong>(kind of a category for sorting purposes). Either select the table from the drop-down menu or define a new one by the three dots button.</p>\n<figure data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ac84c88-e00d-4786-a3c9-f3f74adb56d2/user_def_1-0.png\" data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" alt=\"\"></figure>\n<p>In the presented example, the edited material (<em>My edit of S 235</em>) will be saved under the new <em>My Company’s table of materials</em> table.</p>\n<figure data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f96614a-aa11-4a4c-92e1-81a4d99753e3/user_def_2-0.png\" data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" alt=\"\"></figure>\n<p>The new material has been saved into MPRL - <strong>open MPRL</strong> <strong>Editor </strong>using the button in the top ribbon.</p>\n<figure data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9eb6506b-b086-4dfa-86ba-4cb5102eaa42/user_def_3-0.png\" data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" alt=\"\"></figure>\n<p>Here, the material can be edited and saved (File - Save) or deleted from MPRL. The data saved in MPRL is accessible from all IDEA StatiCa applications. It can also be shared by Export and Import with other users.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c16f54b9_4def_0152_10e0_655cf8a68a2e\"></object>\n<h3>How to export material from MPRL</h3>\n<p>Export the Material and Product Range Library (MPRL) and share your custom material/bolts/concrete/reinforcement with your colleagues. Use the <strong>Export to CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33baadda_1b80_0156_3a12_3101e78ed1e2\"></object>\n<h3>How to import material into MPRL</h3>\n<p>Import the Material and Product Range Library (MPRL) that someone shared with you and load the custom material/bolts/concrete/reinforcement. Use the <strong>Import from CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae092d1e_e6b4_01b6_3028_c2b00a0d8099\"></object>"
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                                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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                                "description": "IDEA StatiCa Member for steel",
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "The definition of boundary conditions is one of the most challenging tasks of modeling in any software. In the three following cases, the behavior of the segment of the structure subjected to different load and boundary conditions is explained."
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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    "value": "<p>In the case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations. From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" data-image-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/95a19e24-e2d9-423c-9f4c-a35c30ea2e9a/Notch2.png\" data-asset-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" data-image-id=\"8bfad788-58be-4ef0-8172-c434f51fec3d\" alt=\"Notch\"></figure>\n<p><em>A notch at the flanges defined by the new feature.</em></p>\n<p>This feature is available for the <strong>Expert</strong> and <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>"
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                    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                            "value": "<p><em>Opmerking: Connection Browser werd hernoemd naar </em><em><strong>Connection Library</strong></em><em> met versie 23.0 (april 2023).</em></p>\n<p>De eerste is de set die door IDEA StatiCa in elke installatie wordt gedefinieerd. De tweede is de set van ontwerpen van verbindingen gemaakt en opgeslagen door elke gebruiker. De derde zal een bedrijfsset van verbindingen zijn die elk van onze klanten kan maken en onderhouden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f929e3ba_dab0_0174_117b_3e7935b01e3f\"></object>\n<p>Met de Connection Browser kunt u een geschikte ontwerpoplossing vinden uit een database met voorgedefinieerde ontwerpen en deze direct toepassen op uw elementen.&nbsp;</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Er zijn drie nieuwe knoppen voor de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> Browser. De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. We adviseren alle gebruikers om hun huidige sjablonen op te slaan als hun persoonlijke ontwerpen in de Connection Browser.</p>"
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                                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. Vooral voor staalconstructies is dit vaak de cruciale weerstand, omdat de prestaties van staal bij hogere temperaturen dramatisch afnemen.&nbsp;</p>\n<p>Vanaf versie 22.1 kunnen de ontwerpers stalen verbindingen en ook het geheel van de met elkaar verbonden staven analyseren voor bepaalde temperaturen, dankzij de <strong>Brandontwerp</strong>-analyse die zowel in de applicaties IDEA StatiCa Connection en Member aanwezig is.&nbsp;</p>\n<p>Daarnaast hebben we vele andere verbeteringen voorbereid, die in de dagelijkse praktijk van onze gebruikers zullen helpen.&nbsp;</p>\n<h3>Verbeteringen in het ontwerp en de analyse van stalen verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"cfff8f1c-5411-4984-a448-e7868a33ac19\" href=\"\">Horizontale bindweerstand</a></li>\n  <li><a data-item-id=\"b0240d9a-db0c-4fb9-a633-5ac9c63ba259\" href=\"\">Brandontwerp van staalverbindingen</a>&nbsp;</li>\n  <li><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\">Plaat en las botsingscontrole</a></li>\n  <li><a data-item-id=\"5f7b56de-fe8a-4896-b673-a40c966a9802\" href=\"\">Connection Browser: Eigenschappen, parameters en filtratie</a></li>\n  <li><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\">Contact kan worden ingesteld naast las</a>&nbsp;</li>\n  <li><a data-item-id=\"4a6e440f-7270-4fa6-8183-6383afc8a081\" href=\"\">Operatie \"Cut of plate\" (Snede van de plaat) herontworpen&nbsp;</a></li>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Houtverbindingen: toon de hoek met de nerf</a> (sinds de 22.0.1 patch)</li>\n  <li><a data-item-id=\"d8668cc4-a6fe-4eeb-8c1c-aa27f25400a8\" href=\"\">Herontwerp van de dialoog</a>​ (sinds de 22.0.3 patch)</li>\n</ul>\n<h4>Kleinere verbeteringen&nbsp;</h4>\n<ul>\n  <li>&nbsp;EN - een aantal van de subscripts in het verslag verenigen (sinds de 22.0.1 patch)</li>\n  <li>NVOL verwijderen uit contact-, las- en boutrasterbewerkingen (sinds de 22.0.2 patch)</li>\n  <li>Stel de lengte van het gecondenseerde element in IOM in (sinds de 22.0.3 patch)</li>\n  <li>AISC lassymbolen - beenmaat Ls veranderd in w, keeldikte Th veranderd in tw (in lijn met AISC 360) &nbsp;</li>\n  <li>Britse eenheden - rotatiestijfheid toegevoegd&nbsp;</li>\n  <li>Schetsplaat - ingekerfde staaf&nbsp;</li>\n  <li>Staaf snijden - bounding box refactoring (= verfijning van de snijdoos) om snijden van een plaat met meer dan 4 randen mogelijk te maken</li>\n</ul>\n<h2>Nieuws voor Beton en Voorspanning</h2>\n<p>Ontwerpt u hoogbouw van gewapend beton of industriële gebouwen en moet u de brandweerstand ervan controleren? Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                    "type": "rich_text",
                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. Krijg een exclusieve demonstratie van de belangrijkste functies door het team achter de release en laat uw vragen beantwoorden. <a data-item-id=\"152232af-c01a-4725-9493-640ccdb31d73\" href=\"\">Meer informatie vindt u hier</a>.</p>\n<h2>Volledige Release notes</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v23.0 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"af395509_7f2b_01a6_f8fc_359ac9f1f4a4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1ccda62c_7b44_0155_7c18_05796e21af9f\"></object>"
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                                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                                                    "value": "<p>Er bestaan verschillende opties om lassen te benaderen in numerieke modellen. De grote vervormingen maken de mechanische analyse complexer en het is mogelijk om verschillende mesh-beschrijvingen, verschillende kinetische en kinematische variabelen en constitutieve modellen te gebruiken. Over het algemeen worden de verschillende soorten geometrische 2D- en 3D-modellen en daarmee eindige elementen met hun toepasbaarheid voor verschillende nauwkeurigheidsniveaus gebruikt. Het meest gebruikte materiaalmodel is het gebruikelijke plasticiteitsmodel op basis van het von Mises-vloeicriterium. Er worden twee benaderingen beschreven die voor lassen worden gebruikt. Restspanning en vervorming veroorzaakt door lassen worden niet verondersteld in het ontwerpmodel.</p>\n<p>De belasting wordt overgedragen via kracht-vervormingsbeperkingen op basis van de Lagrangiaanse formulering op de tegenoverliggende plaat. De verbinding wordt multi-point constraint (MPC) genoemd en relateert de eindige-elementknooppunten van de ene plaatrand aan de andere. De eindige elementen knooppunten zijn niet direct verbonden. Het voordeel van deze aanpak is de mogelijkheid om EE_netten met verschillende dichtheden te verbinden. De constraint maakt het mogelijk om het middenlijnoppervlak van de verbonden platen te modelleren met de offset, waarbij de werkelijke lasconfiguratie en lasdikte worden gerespecteerd. De belastingsverdeling in de las wordt afgeleid van de MPC, dus de spanningen worden berekend in het keelgedeelte. Dit is belangrijk voor de spanningsverdeling in de plaat onder de las en voor het modelleren van T-stubs.</p>\n<h4>Plastische herverdeling van spanningen in lassen</h4>\n<p>Het model met alleen multi-point constraints houdt geen rekening met de stijfheid van de las en de spanningsverdeling is conservatief. Spanningspieken die verschijnen aan het einde van plaatranden, in hoeken en afrondingen, bepalen de weerstand over de gehele lengte van de las. Om dit effect te elimineren, wordt tussen de platen een speciaal elastoplastisch element toegevoegd. Het element respecteert de dikte, positie en oriëntatie van de lasnaad. Het equivalente laslichaam wordt ingevoegd met de bijbehorende lasafmetingen. De niet-lineaire materiaalanalyse wordt toegepast en het elastoplastische gedrag in een gelijkwaardige lasmassa wordt bepaald. De plasticiteitstoestand wordt geregeld door spanningen in de lasdoorsnede. De spanningspieken worden herverdeeld over het langere deel van de laslengte.</p>\n<p>Het elastoplastische model van lassen geeft echte spanningswaarden en het is niet nodig om de spanning te middelen of te interpoleren. Berekende waarden bij het meest belaste laselement worden direct gebruikt voor controles van de las. Op deze manier is het niet nodig om de weerstand van <em>multi-oriented</em> lassen, lassen aan niet-verstijfde flenzen of lange lassen te verminderen.</p>\n<figure data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0bd27c97-ebab-4887-9fc1-d9027cdf3df8/Structural%20design%20of%20a%20steel%20connection%20-%20Welds.png\" data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" alt=\"Lasmodel van Lasdefinitie in van elastoplastich materiaal in IDEA CONNECTION\"></figure>\n<p><em>Constraint tussen laselement en netknooppunten</em></p>\n<p>Algemene lassen kunnen, terwijl ze plastische herverdeling gebruiken, worden ingesteld als continu, gedeeltelijk en onderbroken. Doorlopende lassen zijn over de gehele lengte van de rand, gedeeltelijk stelt de gebruiker in staat om offsets van beide kanten van de rand in te stellen, en onderbroken lassen kunnen bovendien worden ingesteld met een ingestelde lengte en een opening.</p>"
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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. See the dedicated <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Release Notes 22.1 article</a>.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Since 23.0.1 patch, the warning has been displayed to emphasize that the bolts going through the timber member are not checked (in the 3D scene and in Report).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"Timber warning in 23.0.1\"></figure>\n<p>This feature is available for the <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>\n<h3>Webinars and other resources</h3>\n<p>Check out the possibilities of the timber connections check in practice in the recording of the <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a> webinar.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>In our blog, you can read an article about <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Designing steel-to-timber connections</a> from July 2020.</p>\n<p>Take a look at the case study of a <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Family home in Massachusetts</a> done by our customer - the CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"Family home in Massachusetts\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef2a0e0_b878_01b2_1668_5489fe50626f\"></object>"
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                            "value": "<p>Type of connection: Double angle cleat connection</p>\n<p>Unit system:&nbsp;Metric</p>\n<p>Designed acc. to:&nbsp;AS 4100</p>\n<p>Investigated: Bolts, base metal</p>\n<p>Plate material:&nbsp;Grade 300</p>\n<p>Bolts: M20 Grade 8.8</p>\n<p>Example taken from:&nbsp;B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. For more information, please see the Wall paragraph.</p>\n<p>There are three ways to define the shape:</p>\n<ul>\n  <li>Two-way bridge&nbsp;</li>\n  <li>Highway bridge&nbsp;</li>\n  <li>And General - by polyline or imported from the DXF file</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>It is important to mention that these details (subregions) can be divided into two groups.&nbsp;The difference between them is in the element's thickness definition:</p>\n<ul>\n  <li>Walls and Diaphragms - constant thickness&nbsp;</li>\n  <li>Beams and Joints - &nbsp;thickness defined by a cross-section</li>\n</ul>\n<p><br></p>\n<p>Please be aware that all geometry types mentioned above are in the software considered as 2D elements, thus can transfer only in plane loads, and out of plane forces must be neglected.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n46c56442_ec49_010d_69d5_cea1d05d7dcd\"></object>"
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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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                                                                    "value": "<p>Release 20.1 brengt een nieuwe applicatie voor Betonontwerp - Concrete Member BETA. Modelleer, ontwerp de wapening en controleer een kritisch betonelement in enkele minuten.</p>\n<h2>Geometrie</h2>\n<p>Dankzij onze nieuwe applicatie kan de gebruiker eenvoudig ruimtelijke constructies van gewapend beton ontwerpen en beoordelen die bestaan uit 1-D elementen, <strong>liggers </strong>en <strong>kolommen</strong>. In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                            "value": "<p>Prices of individual connection components can be specified on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n  <li>Steel parts (plates and added steel members, grade dependent)</li>\n  <li>Welds (single and double fillet welds, ½ V&nbsp;and K&nbsp;butt welds, weld size dependent)</li>\n  <li>Bolt assemblies (grade and diameter dependent)</li>\n  <li>Hole drilling (as a percentage of bolt assembly cost)</li>\n</ul>\n<p>The resulting value is presented in the 3D scene and is updated according to manufacturing operations used in the design. Detailed cost calculation is an optional part of the calculation report.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"Report (Cost estimation)\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8749303e_3bb2_018f_de6d_d95c29f6b971\"></object>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bccca1aa_23d9_01fd_ea1a_483e20dce92f\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                            "value": "<p>Previously, the thickness of the thinner of the plates was selected. Now, the thickness of the plate whose edge is used is selected. This may have a very small impact on the results in a negligible amount of older models due to the change of multipoint constraints in the analysis model. When the bigger butt weld is used, the multipoint constraint transfers the force into a larger area on the surface of the connected plate.</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"Butt welds upgraded model\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. Though the analysis in IDEA StatiCa Connection is based on CBFEM, in simple cases, the stress can be compared to hand calculations to verify the resulting values.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"afef3dc2_d3ca_0190_30d4_2b8c2bc7fbc2\"></object>\n<h4>Setting fillet welds along with an SHS web and a plate surface</h4>\n<p>Hollow sections and mainly the curved corners of their cross-sections are sometimes tricky to deal with regarding welding etc. See how to properly set a simple fillet weld on both sides of an SHS member, along with its corners that have to be connected to a surface of a plate.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f339d127_df92_0198_5873_5e7993369c1a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3703b394_fafc_018b_4ca9_53f36b710e55\"></object>"
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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                                    "value": "<p>Als je de vorm van een plaat van je stalen verbinding moet veranderen, kun je die snel en eenvoudig aanpassen in de plaatbewerker (Editor). Je kunt kiezen uit verschillende bewerkingen - opening, afronding, afschuining en andere.</p>\n<p>We hoeven alleen maar een bewerking met een gewenste plaat te selecteren en <strong>Editor</strong> te starten vanuit het eigenschappenvenster.</p>\n<figure data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a9f47fc-539e-408f-97f7-37ede908c31d/edit_shape_1-0.png\" data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" alt=\"\"></figure>\n<p>Klik op een van de bewerkingen en voer de gewenste eigenschappen in, zoals u kunt zien in het onderstaande voorbeeld. Klik op <strong>Apply</strong> om de wijzigingen meteen in het model te zien.</p>\n<figure data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba71273b-9f44-46a9-b4d6-32b9e4310284/edit_shape_2-0.png\" data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" alt=\"\"></figure>\n<p>Bekijk onze opname van een webinar waarin deze productiebewerking is geïntroduceerd:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b75cbe5d_8a6d_01b1_63bc_b0856f42abff\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "Beperking: RFEM/RSTAB BIM link biedt alleen de export van verbindingen en elementen onder de Eurocode (EN)."
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                                        "codename": "emea"
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                                                      {
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                            "value": "<p>Material and Product Range Library (MPRL)&nbsp;can help you store, manage, export, and share personally defined properties of many different material settings from IDEA StatiCa programs (Connection, Member, Detail, Beam, RCS).&nbsp;</p>\n<h3>How to define a custom material</h3>\n<p>The possibility to define the new material (and also MPRL&nbsp;in which it is going to be saved) is to be found under <strong>Materials</strong> in all the above-mentioned applications.&nbsp;</p>\n<p>You can <strong>add a new material </strong>by a button on the top ribbon, or you can <strong>copy the existing one</strong>. Afterward, the material properties can be changed by the <strong>Edit</strong> command (the name, properties). <strong>Save</strong> the changes.</p>\n<figure data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81a27d92-aff6-4b7c-bcd5-bab9ff6e489e/user_def_0-0.png\" data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" alt=\"\"></figure>\n<p>The newly created material will be saved into MPRL, which enables you to use it in other projects as well.</p>\n<p>Define the <strong>name </strong>of the material in the database and <strong>table </strong>(kind of a category for sorting purposes). Either select the table from the drop-down menu or define a new one by the three dots button.</p>\n<figure data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ac84c88-e00d-4786-a3c9-f3f74adb56d2/user_def_1-0.png\" data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" alt=\"\"></figure>\n<p>In the presented example, the edited material (<em>My edit of S 235</em>) will be saved under the new <em>My Company’s table of materials</em> table.</p>\n<figure data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f96614a-aa11-4a4c-92e1-81a4d99753e3/user_def_2-0.png\" data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" alt=\"\"></figure>\n<p>The new material has been saved into MPRL - <strong>open MPRL</strong> <strong>Editor </strong>using the button in the top ribbon.</p>\n<figure data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9eb6506b-b086-4dfa-86ba-4cb5102eaa42/user_def_3-0.png\" data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" alt=\"\"></figure>\n<p>Here, the material can be edited and saved (File - Save) or deleted from MPRL. The data saved in MPRL is accessible from all IDEA StatiCa applications. It can also be shared by Export and Import with other users.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c16f54b9_4def_0152_10e0_655cf8a68a2e\"></object>\n<h3>How to export material from MPRL</h3>\n<p>Export the Material and Product Range Library (MPRL) and share your custom material/bolts/concrete/reinforcement with your colleagues. Use the <strong>Export to CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33baadda_1b80_0156_3a12_3101e78ed1e2\"></object>\n<h3>How to import material into MPRL</h3>\n<p>Import the Material and Product Range Library (MPRL) that someone shared with you and load the custom material/bolts/concrete/reinforcement. Use the <strong>Import from CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae092d1e_e6b4_01b6_3028_c2b00a0d8099\"></object>"
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                                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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                    "value": "<p>The BETA version of IDEA StatiCa was a hit! It instantly becomes one of the most launched IDEA StatiCa applications. Based on the user feedback, we have improved various GUI and checking features.</p>\n<p>Together with the university&nbsp;teams, we have finished the majority of verification and validation work. IDEA StatiCa Member MNA and LBA analyses are correctly tested in multiple experiments and examples. GMNIA analysis verification and validation for hot-rolled section members was&nbsp;tested&nbsp;as well. However, we must admit that the verification&nbsp;process&nbsp;is enormously laborious, and the job for welded section members is still in operation.</p>\n<p>IDEA StatiCa 20 brings an improved version of IDEA StatiCa Member so that structural engineers can properly handle buckling and stability issues in varying complexity of steel projects.</p>\n<p>To support smooth workflows, we implemented BIM links with several FEA applications – SAP 2000, ETABS, Autodesk Robot Structural Analysis, RFEM/RSTAB, and AxisVM.</p>\n<figure data-asset-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" data-image-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/364c1d4e-29f1-4979-9d44-ccee71d65d2a/Member1.png\" data-asset-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" data-image-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" alt=\"\"></figure>\n<p><em>Global and local buckling simulated in IDEA StatiCa Member BETA</em></p>\n<p>IDEA StatiCa Member is automatically available to all users with IDEA StatiCa Steel license, edition Enhanced. More information, tutorials, sample projects, and a lot more can be found on our <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">Steel pages</a>.</p>\n<figure data-asset-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" data-image-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55b3087c-5662-4633-9546-caca44c5aa19/Member2.png\" data-asset-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" data-image-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" alt=\"\"></figure>\n<p><em>Buckling of a frame in IDEA StatiCa Member BETA</em></p>\n<p>Manufacturing operations in the previous version of the Member application were limited. From now on, the full designing potential is provided with five new manufacturing operations such as the cut of a member, cut of a plate, stiffening member, general weld, and transversal stiffener.</p>\n<figure data-asset-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" data-image-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1adbdc89-6033-4de6-b17e-eb2391f920ae/Member_oper.png\" data-asset-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" data-image-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" alt=\"\"></figure>\n<p>IDEA StatiCa Member manufacturing operations.</p>"
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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                    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                    "value": "<p>Alle bouwkundig ingenieurs, ontwerpers en detailers eisen een duidelijke visuele weergave van hun ontwerpen. Daarom was de mogelijkheid om tekeningen aan te passen een zeer gewenste functie. Ingenieurs willen \"schetsen\" genereren, detailers ontvangen ze graag, zodat ze de detaillering niet vanaf nul beginnen.&nbsp;Vanaf nu kunt u doorsnedemodellen definiëren en wijzigen in het hoofdvenster van de 3D-scène.</p>\n<figure data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/10d85330-38bc-4a59-859d-e55f50c84757/Section2up.png\" data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" alt=\"\"></figure>\n<p>Er kunnen verschillende doorsneden worden gedefinieerd, ze moeten aan de plaat worden bevestigd, en de grenzen van de doorsnede of de oriëntatie van de doorsnede kunnen worden gewijzigd.</p>\n<figure data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1cfa9097-eb11-4c6d-acca-687026b769a0/Section3up.png\" data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" alt=\"\"></figure>\n<p>Om een nieuwe doorsnede toe te voegen om een tekening of schets te maken, selecteert u een plaat in het verbindingsmodel en kiest u in het rechtsklikmenu <strong>Maak snede</strong>. Om de doorsnede te verwijderen, selecteert u de plaat en kiest u <strong>Verwijder snede</strong>.</p>\n<figure data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/94b3a62f-c84e-4968-af41-ce23e24f9953/Section5up.png\" data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" alt=\"\"></figure>\n<p>Om de doorsnedeweergave te verlaten, klikt u op het pictogram <strong>Benoemde snede</strong>. U kunt de doorsnedeweergaves daarna weer openen via dit pictogram en alle toegevoegde doorsneden in het menu doorbladeren en wijzigen.</p>\n<figure data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d085fb8c-a181-4c8b-b4a3-b5efba659423/Section6up.png\" data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\" alt=\"\"></figure>\n<p>De doorsnedemodelweergave kan worden afgedrukt als rapport of worden opgeslagen in een galerij voor verder gebruik.</p>\n<p>Er worden automatisch labels voor lassen en platen gegenereerd die respectievelijk het type en de dikte van de las en de dikte/afmetingen van de plaat beschrijven.</p>\n<figure data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/197fe921-96c1-4f52-913f-9e12de161275/Section4up.png\" data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" alt=\"\"></figure>\n<p><em>Labels voor lassen en plaateigenschappen</em></p>\n<p>Deze functie is alleen beschikbaar in de <strong>Enhanced</strong> versie van IDEA StatiCa Steel</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e964af7e_2708_01a2_b5d8_68700addc1df\"></object>"
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                            "value": "<p><em>Opmerking: Connection Browser werd hernoemd naar </em><em><strong>Connection Library</strong></em><em> met versie 23.0 (april 2023).</em></p>\n<p>De eerste is de set die door IDEA StatiCa in elke installatie wordt gedefinieerd. De tweede is de set van ontwerpen van verbindingen gemaakt en opgeslagen door elke gebruiker. De derde zal een bedrijfsset van verbindingen zijn die elk van onze klanten kan maken en onderhouden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f929e3ba_dab0_0174_117b_3e7935b01e3f\"></object>\n<p>Met de Connection Browser kunt u een geschikte ontwerpoplossing vinden uit een database met voorgedefinieerde ontwerpen en deze direct toepassen op uw elementen.&nbsp;</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Er zijn drie nieuwe knoppen voor de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> Browser. De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. We adviseren alle gebruikers om hun huidige sjablonen op te slaan als hun persoonlijke ontwerpen in de Connection Browser.</p>"
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                                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                                              {
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                                                "urlSlug": "export-van-bewerkbare-verbindingen",
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                                              {
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                                              {
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                                                "urlSlug": "verbeterde-conversietabel-voor-doorsneden",
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                                              {
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                                                "linkId": "4a9855d4-6081-4707-86d5-7f4ad2bb3a57",
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                                                "type": "landing_page"
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                                              {
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                                                "linkId": "6fe0ee48-06b6-4a1b-8949-43219506fa3e",
                                                "urlSlug": "supported-bim-links-in-version-22-0",
                                                "type": "support_center_article"
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                                              {
                                                "codename": "rn_22_0__auto_calculation_of_self_weight_of_discon",
                                                "linkId": "0e81f59d-e89c-424e-8e89-d2b86855097e",
                                                "urlSlug": "automatische-berekening-van-het-eigengewicht-van-discontinuiteitsgebieden",
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                                              {
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                                                "linkId": "e72403d0-17fe-4c34-9f4f-3efe4b71a8fc",
                                                "urlSlug": "tot-vier-keer-snellere-csfm-solver",
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                                              {
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                                                "linkId": "c80ce766-75f2-407b-9dd0-6f06b8f0ee22",
                                                "urlSlug": "gedetailleerde-resultaten-van-de-csfm-analyse",
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                                              {
                                                "codename": "rn_22_0__auto_calculation_of_short_term_losses_for",
                                                "linkId": "ba69d356-8ed7-4fe3-8f66-f74fd6d3a159",
                                                "urlSlug": "automatische-berekening-van-korte-termijn-verliezen-bij-nagerekte-spanelementen",
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                                              {
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                                                "urlSlug": "rangschikking-van-belastingsgevallen-en-combinaties-in-detail",
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                                              {
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                                                "urlSlug": "verbeterd-modelbeheer-rechtsklikfunctionaliteit-en-puntbelasting-in-member",
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                                              {
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                                                "urlSlug": "nederlandse-bijlage-voor-profielen-van-gewapend-en-voorgespannen-beton",
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                                                "urlSlug": "indicator-van-nieuwe-versie",
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                                            "name": "Content",
                                            "type": "rich_text",
                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. Vooral voor staalconstructies is dit vaak de cruciale weerstand, omdat de prestaties van staal bij hogere temperaturen dramatisch afnemen.&nbsp;</p>\n<p>Vanaf versie 22.1 kunnen de ontwerpers stalen verbindingen en ook het geheel van de met elkaar verbonden staven analyseren voor bepaalde temperaturen, dankzij de <strong>Brandontwerp</strong>-analyse die zowel in de applicaties IDEA StatiCa Connection en Member aanwezig is.&nbsp;</p>\n<p>Daarnaast hebben we vele andere verbeteringen voorbereid, die in de dagelijkse praktijk van onze gebruikers zullen helpen.&nbsp;</p>\n<h3>Verbeteringen in het ontwerp en de analyse van stalen verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"cfff8f1c-5411-4984-a448-e7868a33ac19\" href=\"\">Horizontale bindweerstand</a></li>\n  <li><a data-item-id=\"b0240d9a-db0c-4fb9-a633-5ac9c63ba259\" href=\"\">Brandontwerp van staalverbindingen</a>&nbsp;</li>\n  <li><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\">Plaat en las botsingscontrole</a></li>\n  <li><a data-item-id=\"5f7b56de-fe8a-4896-b673-a40c966a9802\" href=\"\">Connection Browser: Eigenschappen, parameters en filtratie</a></li>\n  <li><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\">Contact kan worden ingesteld naast las</a>&nbsp;</li>\n  <li><a data-item-id=\"4a6e440f-7270-4fa6-8183-6383afc8a081\" href=\"\">Operatie \"Cut of plate\" (Snede van de plaat) herontworpen&nbsp;</a></li>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Houtverbindingen: toon de hoek met de nerf</a> (sinds de 22.0.1 patch)</li>\n  <li><a data-item-id=\"d8668cc4-a6fe-4eeb-8c1c-aa27f25400a8\" href=\"\">Herontwerp van de dialoog</a>​ (sinds de 22.0.3 patch)</li>\n</ul>\n<h4>Kleinere verbeteringen&nbsp;</h4>\n<ul>\n  <li>&nbsp;EN - een aantal van de subscripts in het verslag verenigen (sinds de 22.0.1 patch)</li>\n  <li>NVOL verwijderen uit contact-, las- en boutrasterbewerkingen (sinds de 22.0.2 patch)</li>\n  <li>Stel de lengte van het gecondenseerde element in IOM in (sinds de 22.0.3 patch)</li>\n  <li>AISC lassymbolen - beenmaat Ls veranderd in w, keeldikte Th veranderd in tw (in lijn met AISC 360) &nbsp;</li>\n  <li>Britse eenheden - rotatiestijfheid toegevoegd&nbsp;</li>\n  <li>Schetsplaat - ingekerfde staaf&nbsp;</li>\n  <li>Staaf snijden - bounding box refactoring (= verfijning van de snijdoos) om snijden van een plaat met meer dan 4 randen mogelijk te maken</li>\n</ul>\n<h2>Nieuws voor Beton en Voorspanning</h2>\n<p>Ontwerpt u hoogbouw van gewapend beton of industriële gebouwen en moet u de brandweerstand ervan controleren? Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. 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                                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                            "value": "<h2><br></h2>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het structureel ontwerp van staalverbinding</a><br>\n<a href=\"#Steel-connection-material-model\">Staalverbinding Materiaal model</a><br>\n<a href=\"#Plate-model-and-mesh-convergence\">Plaatmodel en netconvergentie</a><br>\n<a href=\"#Contacts-between-steel-connection-plates\">Contacten tussen stalen verbindingsplaten</a><br>\n<a href=\"#Welded connections analysis\">Lassen</a><br>\n<a href=\"#Bolts and preloaded bolts connections\">Bouten en voorgespannen boutverbindingen</a><br>\n<a href=\"#Anchor_bolts\">Ankerbouten</a><br>\n<a href=\"#Structural model of a concrete block\">Betonblok</a></p>\n<h2>Analysemodel van IDEA StatiCa</h2>\n<p><a href=\"#Steel joint analysis model\">Rekenmodel voor staalverbinding</a><br>\n<a href=\"#Node equilibrium in the 3D FEM model\">Knoopevenwicht in het 3D FEM-model</a><a href=\"#Equilibrium_in_node\"><br>\n</a><a href=\"#Internal forces in the steel connections\">Internal forces in the steel connections</a><br>\n<a href=\"#Strength analysis of steel joints\">Strength analysis of steel joints</a><br>\n<a href=\"#Stiffness analysis and deformation capacity of steel joints\">Stiffness analysis and deformation capacity of steel joints</a><br>\n<a href=\"#Steel connection capacity design\">Steel connection capacity design</a><br>\n<a href=\"#Steel connection design resistance\">Steel connection design resistance</a><br>\n<a href=\"#Steel joint buckling analysis\">Steel joint buckling analysis</a><br>\n<a href=\"#Analysis convergence of complex steel connection models\">Analysis convergence of complex steel connection models</a><br>\n<a href=\"#Steel-to-timber connections\">Steel-to-timber connections</a><br>\n<a href=\"#Thin-walled steel members\">Thin-walled steel members</a><br>\n<a href=\"#Lateral-torsional restraint in structural design\">Lateral-torsional restraint in structural design</a><br>\n<a href=\"#Steel joints of hollow section cross-section members\">Steel joints of hollow section cross-section members</a><br>\n<a href=\"#Fatigue_analysis_type_in_structural_design\">Fatigue analysis type in structural design</a><br>\n<a href=\"#Fire-design\">Fire design</a></p>\n<h2>Specificaties voor nationale normen</h2>\n<p><a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">Check of components according to EN (Eurocode)</a><br>\n<a data-item-id=\"39660a09-9d6b-596f-acab-dbef59ebd019\" href=\"\">Check of components according to AISC (American standards)</a><br>\n<a data-item-id=\"ccb0dd69-3047-537c-9214-82c29d42a56a\" href=\"\">Check of components according to CISC (Canadian standards)</a><br>\n<a data-item-id=\"93b8c5be-e359-5cf8-a004-7b0ebf0553e7\" href=\"\">Check of components according to AS (Australian standards)</a><br>\n<a data-item-id=\"b7bfd35a-ab30-57d6-b2de-6087b7101d97\" href=\"\">Check 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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. 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                            "value": "<p>Type of connection: Double angle cleat connection</p>\n<p>Unit system:&nbsp;Metric</p>\n<p>Designed acc. to:&nbsp;AS 4100</p>\n<p>Investigated: Bolts, base metal</p>\n<p>Plate material:&nbsp;Grade 300</p>\n<p>Bolts: M20 Grade 8.8</p>\n<p>Example taken from:&nbsp;B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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                            "value": "<p>Material and Product Range Library (MPRL)&nbsp;can help you store, manage, export, and share personally defined properties of many different material settings from IDEA StatiCa programs (Connection, Member, Detail, Beam, RCS).&nbsp;</p>\n<h3>How to define a custom material</h3>\n<p>The possibility to define the new material (and also MPRL&nbsp;in which it is going to be saved) is to be found under <strong>Materials</strong> in all the above-mentioned applications.&nbsp;</p>\n<p>You can <strong>add a new material </strong>by a button on the top ribbon, or you can <strong>copy the existing one</strong>. Afterward, the material properties can be changed by the <strong>Edit</strong> command (the name, properties). <strong>Save</strong> the changes.</p>\n<figure data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81a27d92-aff6-4b7c-bcd5-bab9ff6e489e/user_def_0-0.png\" data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" alt=\"\"></figure>\n<p>The newly created material will be saved into MPRL, which enables you to use it in other projects as well.</p>\n<p>Define the <strong>name </strong>of the material in the database and <strong>table </strong>(kind of a category for sorting purposes). Either select the table from the drop-down menu or define a new one by the three dots button.</p>\n<figure data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ac84c88-e00d-4786-a3c9-f3f74adb56d2/user_def_1-0.png\" data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" alt=\"\"></figure>\n<p>In the presented example, the edited material (<em>My edit of S 235</em>) will be saved under the new <em>My Company’s table of materials</em> table.</p>\n<figure data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f96614a-aa11-4a4c-92e1-81a4d99753e3/user_def_2-0.png\" data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" alt=\"\"></figure>\n<p>The new material has been saved into MPRL - <strong>open MPRL</strong> <strong>Editor </strong>using the button in the top ribbon.</p>\n<figure data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9eb6506b-b086-4dfa-86ba-4cb5102eaa42/user_def_3-0.png\" data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" alt=\"\"></figure>\n<p>Here, the material can be edited and saved (File - Save) or deleted from MPRL. The data saved in MPRL is accessible from all IDEA StatiCa applications. It can also be shared by Export and Import with other users.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c16f54b9_4def_0152_10e0_655cf8a68a2e\"></object>\n<h3>How to export material from MPRL</h3>\n<p>Export the Material and Product Range Library (MPRL) and share your custom material/bolts/concrete/reinforcement with your colleagues. Use the <strong>Export to CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33baadda_1b80_0156_3a12_3101e78ed1e2\"></object>\n<h3>How to import material into MPRL</h3>\n<p>Import the Material and Product Range Library (MPRL) that someone shared with you and load the custom material/bolts/concrete/reinforcement. Use the <strong>Import from CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae092d1e_e6b4_01b6_3028_c2b00a0d8099\"></object>"
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                                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. For more information, please see the Wall paragraph.</p>\n<p>There are three ways to define the shape:</p>\n<ul>\n  <li>Two-way bridge&nbsp;</li>\n  <li>Highway bridge&nbsp;</li>\n  <li>And General - by polyline or imported from the DXF file</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>It is important to mention that these details (subregions) can be divided into two groups.&nbsp;The difference between them is in the element's thickness definition:</p>\n<ul>\n  <li>Walls and Diaphragms - constant thickness&nbsp;</li>\n  <li>Beams and Joints - &nbsp;thickness defined by a cross-section</li>\n</ul>\n<p><br></p>\n<p>Please be aware that all geometry types mentioned above are in the software considered as 2D elements, thus can transfer only in plane loads, and out of plane forces must be neglected.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n46c56442_ec49_010d_69d5_cea1d05d7dcd\"></object>"
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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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                                                                    "value": "<p>Release 20.1 brengt een nieuwe applicatie voor Betonontwerp - Concrete Member BETA. Modelleer, ontwerp de wapening en controleer een kritisch betonelement in enkele minuten.</p>\n<h2>Geometrie</h2>\n<p>Dankzij onze nieuwe applicatie kan de gebruiker eenvoudig ruimtelijke constructies van gewapend beton ontwerpen en beoordelen die bestaan uit 1-D elementen, <strong>liggers </strong>en <strong>kolommen</strong>. In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                            "value": "<p>Prices of individual connection components can be specified on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n  <li>Steel parts (plates and added steel members, grade dependent)</li>\n  <li>Welds (single and double fillet welds, ½ V&nbsp;and K&nbsp;butt welds, weld size dependent)</li>\n  <li>Bolt assemblies (grade and diameter dependent)</li>\n  <li>Hole drilling (as a percentage of bolt assembly cost)</li>\n</ul>\n<p>The resulting value is presented in the 3D scene and is updated according to manufacturing operations used in the design. Detailed cost calculation is an optional part of the calculation report.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"Report (Cost estimation)\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8749303e_3bb2_018f_de6d_d95c29f6b971\"></object>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bccca1aa_23d9_01fd_ea1a_483e20dce92f\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                            "value": "<p>Previously, the thickness of the thinner of the plates was selected. Now, the thickness of the plate whose edge is used is selected. This may have a very small impact on the results in a negligible amount of older models due to the change of multipoint constraints in the analysis model. When the bigger butt weld is used, the multipoint constraint transfers the force into a larger area on the surface of the connected plate.</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"Butt welds upgraded model\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. Though the analysis in IDEA StatiCa Connection is based on CBFEM, in simple cases, the stress can be compared to hand calculations to verify the resulting values.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"afef3dc2_d3ca_0190_30d4_2b8c2bc7fbc2\"></object>\n<h4>Setting fillet welds along with an SHS web and a plate surface</h4>\n<p>Hollow sections and mainly the curved corners of their cross-sections are sometimes tricky to deal with regarding welding etc. See how to properly set a simple fillet weld on both sides of an SHS member, along with its corners that have to be connected to a surface of a plate.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f339d127_df92_0198_5873_5e7993369c1a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3703b394_fafc_018b_4ca9_53f36b710e55\"></object>"
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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                                    "value": "<p>Als je de vorm van een plaat van je stalen verbinding moet veranderen, kun je die snel en eenvoudig aanpassen in de plaatbewerker (Editor). Je kunt kiezen uit verschillende bewerkingen - opening, afronding, afschuining en andere.</p>\n<p>We hoeven alleen maar een bewerking met een gewenste plaat te selecteren en <strong>Editor</strong> te starten vanuit het eigenschappenvenster.</p>\n<figure data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a9f47fc-539e-408f-97f7-37ede908c31d/edit_shape_1-0.png\" data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" alt=\"\"></figure>\n<p>Klik op een van de bewerkingen en voer de gewenste eigenschappen in, zoals u kunt zien in het onderstaande voorbeeld. Klik op <strong>Apply</strong> om de wijzigingen meteen in het model te zien.</p>\n<figure data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba71273b-9f44-46a9-b4d6-32b9e4310284/edit_shape_2-0.png\" data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" alt=\"\"></figure>\n<p>Bekijk onze opname van een webinar waarin deze productiebewerking is geïntroduceerd:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b75cbe5d_8a6d_01b1_63bc_b0856f42abff\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "Beperking: RFEM/RSTAB BIM link biedt alleen de export van verbindingen en elementen onder de Eurocode (EN)."
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                                        "codename": "emea"
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                                                      {
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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                    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                    "value": "<p>Alle bouwkundig ingenieurs, ontwerpers en detailers eisen een duidelijke visuele weergave van hun ontwerpen. Daarom was de mogelijkheid om tekeningen aan te passen een zeer gewenste functie. Ingenieurs willen \"schetsen\" genereren, detailers ontvangen ze graag, zodat ze de detaillering niet vanaf nul beginnen.&nbsp;Vanaf nu kunt u doorsnedemodellen definiëren en wijzigen in het hoofdvenster van de 3D-scène.</p>\n<figure data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/10d85330-38bc-4a59-859d-e55f50c84757/Section2up.png\" data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" alt=\"\"></figure>\n<p>Er kunnen verschillende doorsneden worden gedefinieerd, ze moeten aan de plaat worden bevestigd, en de grenzen van de doorsnede of de oriëntatie van de doorsnede kunnen worden gewijzigd.</p>\n<figure data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1cfa9097-eb11-4c6d-acca-687026b769a0/Section3up.png\" data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" alt=\"\"></figure>\n<p>Om een nieuwe doorsnede toe te voegen om een tekening of schets te maken, selecteert u een plaat in het verbindingsmodel en kiest u in het rechtsklikmenu <strong>Maak snede</strong>. Om de doorsnede te verwijderen, selecteert u de plaat en kiest u <strong>Verwijder snede</strong>.</p>\n<figure data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/94b3a62f-c84e-4968-af41-ce23e24f9953/Section5up.png\" data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" alt=\"\"></figure>\n<p>Om de doorsnedeweergave te verlaten, klikt u op het pictogram <strong>Benoemde snede</strong>. U kunt de doorsnedeweergaves daarna weer openen via dit pictogram en alle toegevoegde doorsneden in het menu doorbladeren en wijzigen.</p>\n<figure data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d085fb8c-a181-4c8b-b4a3-b5efba659423/Section6up.png\" data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\" alt=\"\"></figure>\n<p>De doorsnedemodelweergave kan worden afgedrukt als rapport of worden opgeslagen in een galerij voor verder gebruik.</p>\n<p>Er worden automatisch labels voor lassen en platen gegenereerd die respectievelijk het type en de dikte van de las en de dikte/afmetingen van de plaat beschrijven.</p>\n<figure data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/197fe921-96c1-4f52-913f-9e12de161275/Section4up.png\" data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" alt=\"\"></figure>\n<p><em>Labels voor lassen en plaateigenschappen</em></p>\n<p>Deze functie is alleen beschikbaar in de <strong>Enhanced</strong> versie van IDEA StatiCa Steel</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e964af7e_2708_01a2_b5d8_68700addc1df\"></object>"
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                    "value": "<p>IDEA StatiCa support team continuously gathers user requests for new templates. Result? 110 brand new connection templates that are available in the starting wizard of IDEA StatiCa Connection. Any template can then be further edited to achieve desired design parameters. This will help engineers all around the world to design hundreds of repetitive connections in seconds and spend their precious time figuring out the complex ones.</p>\n<figure data-asset-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\" data-image-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4ffffa0b-c5d5-42b4-ad19-7fc08d68f1f6/Wizard_NewTemplates.png\" data-asset-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\" data-image-id=\"102e58ea-ae3a-4ae8-8f1c-586f2d0821f6\" alt=\"\"></figure>\n<p><em>New templates in the starting wizard.</em></p>\n<p>This feature is available for the <strong>Expert</strong> and <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>"
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                            "value": "<p><em>Opmerking: Connection Browser werd hernoemd naar </em><em><strong>Connection Library</strong></em><em> met versie 23.0 (april 2023).</em></p>\n<p>De eerste is de set die door IDEA StatiCa in elke installatie wordt gedefinieerd. De tweede is de set van ontwerpen van verbindingen gemaakt en opgeslagen door elke gebruiker. De derde zal een bedrijfsset van verbindingen zijn die elk van onze klanten kan maken en onderhouden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f929e3ba_dab0_0174_117b_3e7935b01e3f\"></object>\n<p>Met de Connection Browser kunt u een geschikte ontwerpoplossing vinden uit een database met voorgedefinieerde ontwerpen en deze direct toepassen op uw elementen.&nbsp;</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Er zijn drie nieuwe knoppen voor de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> Browser. De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. We adviseren alle gebruikers om hun huidige sjablonen op te slaan als hun persoonlijke ontwerpen in de Connection Browser.</p>"
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                                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. Vooral voor staalconstructies is dit vaak de cruciale weerstand, omdat de prestaties van staal bij hogere temperaturen dramatisch afnemen.&nbsp;</p>\n<p>Vanaf versie 22.1 kunnen de ontwerpers stalen verbindingen en ook het geheel van de met elkaar verbonden staven analyseren voor bepaalde temperaturen, dankzij de <strong>Brandontwerp</strong>-analyse die zowel in de applicaties IDEA StatiCa Connection en Member aanwezig is.&nbsp;</p>\n<p>Daarnaast hebben we vele andere verbeteringen voorbereid, die in de dagelijkse praktijk van onze gebruikers zullen helpen.&nbsp;</p>\n<h3>Verbeteringen in het ontwerp en de analyse van stalen verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"cfff8f1c-5411-4984-a448-e7868a33ac19\" href=\"\">Horizontale bindweerstand</a></li>\n  <li><a data-item-id=\"b0240d9a-db0c-4fb9-a633-5ac9c63ba259\" href=\"\">Brandontwerp van staalverbindingen</a>&nbsp;</li>\n  <li><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\">Plaat en las botsingscontrole</a></li>\n  <li><a data-item-id=\"5f7b56de-fe8a-4896-b673-a40c966a9802\" href=\"\">Connection Browser: Eigenschappen, parameters en filtratie</a></li>\n  <li><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\">Contact kan worden ingesteld naast las</a>&nbsp;</li>\n  <li><a data-item-id=\"4a6e440f-7270-4fa6-8183-6383afc8a081\" href=\"\">Operatie \"Cut of plate\" (Snede van de plaat) herontworpen&nbsp;</a></li>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Houtverbindingen: toon de hoek met de nerf</a> (sinds de 22.0.1 patch)</li>\n  <li><a data-item-id=\"d8668cc4-a6fe-4eeb-8c1c-aa27f25400a8\" href=\"\">Herontwerp van de dialoog</a>​ (sinds de 22.0.3 patch)</li>\n</ul>\n<h4>Kleinere verbeteringen&nbsp;</h4>\n<ul>\n  <li>&nbsp;EN - een aantal van de subscripts in het verslag verenigen (sinds de 22.0.1 patch)</li>\n  <li>NVOL verwijderen uit contact-, las- en boutrasterbewerkingen (sinds de 22.0.2 patch)</li>\n  <li>Stel de lengte van het gecondenseerde element in IOM in (sinds de 22.0.3 patch)</li>\n  <li>AISC lassymbolen - beenmaat Ls veranderd in w, keeldikte Th veranderd in tw (in lijn met AISC 360) &nbsp;</li>\n  <li>Britse eenheden - rotatiestijfheid toegevoegd&nbsp;</li>\n  <li>Schetsplaat - ingekerfde staaf&nbsp;</li>\n  <li>Staaf snijden - bounding box refactoring (= verfijning van de snijdoos) om snijden van een plaat met meer dan 4 randen mogelijk te maken</li>\n</ul>\n<h2>Nieuws voor Beton en Voorspanning</h2>\n<p>Ontwerpt u hoogbouw van gewapend beton of industriële gebouwen en moet u de brandweerstand ervan controleren? Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                                    "value": "<p>Voor gebruikers van BIM-koppelingen voor de toepassing Beam is de aanbevolen versie <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"24.1.2.1520\"><strong>24.1.2.1520</strong></a></p>\n<p>Lees de <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">release notes</a> voor alle nieuwe features en verbeteringen.&nbsp;</p>\n<p>Let op de <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">Systeem eisen voor de IDEA StatiCa installatie</a>.&nbsp;</p>"
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                            "value": "<p>The <strong>Connection Library</strong> functionality will not be touched by this change, it still uses the Cloud-based technology and provides design templates to be <strong>directly used</strong> for new projects, <strong>saved </strong>in the database from current projects, and <strong>shared </strong>with your colleagues.</p>\n<p>The design sets will be slightly renamed as well following this pattern:</p>\n<ul>\n  <li><strong>Predefined</strong> (before IDEA StatiCa) – the default design set maintained by IDEA StatiCa, not possible to manage.</li>\n  <li><strong>Personal </strong>(before Private) – a design set visible only to the current user, possible to add/delete/manage templates.</li>\n  <li><strong>Company </strong>(before Company) – a design set visible only to all users of the same license, possible to add/delete/manage templates.</li>\n</ul>\n<p>Available in both <strong>Expert</strong> and <strong>Enhanced</strong>&nbsp;editions of&nbsp;<a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0e738fd1_5dd2_01b9_6eb9_ec776c495046\"></object>"
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                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. 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                                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                            "value": "<h2><br></h2>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het structureel ontwerp van staalverbinding</a><br>\n<a href=\"#Steel-connection-material-model\">Staalverbinding Materiaal model</a><br>\n<a href=\"#Plate-model-and-mesh-convergence\">Plaatmodel en netconvergentie</a><br>\n<a href=\"#Contacts-between-steel-connection-plates\">Contacten tussen stalen verbindingsplaten</a><br>\n<a href=\"#Welded connections analysis\">Lassen</a><br>\n<a href=\"#Bolts and preloaded bolts connections\">Bouten en voorgespannen boutverbindingen</a><br>\n<a href=\"#Anchor_bolts\">Ankerbouten</a><br>\n<a href=\"#Structural model of a concrete block\">Betonblok</a></p>\n<h2>Analysemodel van IDEA StatiCa</h2>\n<p><a href=\"#Steel joint analysis model\">Rekenmodel voor staalverbinding</a><br>\n<a href=\"#Node equilibrium in the 3D FEM model\">Knoopevenwicht in het 3D FEM-model</a><a href=\"#Equilibrium_in_node\"><br>\n</a><a href=\"#Internal forces in the steel connections\">Internal forces in the steel connections</a><br>\n<a href=\"#Strength analysis of steel joints\">Strength analysis of steel joints</a><br>\n<a href=\"#Stiffness analysis and deformation capacity of steel joints\">Stiffness analysis and deformation capacity of steel joints</a><br>\n<a href=\"#Steel connection capacity design\">Steel connection capacity design</a><br>\n<a href=\"#Steel connection design resistance\">Steel connection design resistance</a><br>\n<a href=\"#Steel joint buckling analysis\">Steel joint buckling analysis</a><br>\n<a href=\"#Analysis convergence of complex steel connection models\">Analysis convergence of complex steel connection models</a><br>\n<a href=\"#Steel-to-timber connections\">Steel-to-timber connections</a><br>\n<a href=\"#Thin-walled steel members\">Thin-walled steel members</a><br>\n<a href=\"#Lateral-torsional restraint in structural design\">Lateral-torsional restraint in structural design</a><br>\n<a href=\"#Steel joints of hollow section cross-section members\">Steel joints of hollow section cross-section members</a><br>\n<a href=\"#Fatigue_analysis_type_in_structural_design\">Fatigue analysis type in structural design</a><br>\n<a href=\"#Fire-design\">Fire design</a></p>\n<h2>Specificaties voor nationale normen</h2>\n<p><a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">Check of components according to EN (Eurocode)</a><br>\n<a data-item-id=\"39660a09-9d6b-596f-acab-dbef59ebd019\" href=\"\">Check of components according to AISC (American standards)</a><br>\n<a data-item-id=\"ccb0dd69-3047-537c-9214-82c29d42a56a\" href=\"\">Check of components according to CISC (Canadian standards)</a><br>\n<a data-item-id=\"93b8c5be-e359-5cf8-a004-7b0ebf0553e7\" href=\"\">Check of components according to AS (Australian standards)</a><br>\n<a data-item-id=\"b7bfd35a-ab30-57d6-b2de-6087b7101d97\" href=\"\">Check 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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. 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                            "value": "<p>Type of connection: Double angle cleat connection</p>\n<p>Unit system:&nbsp;Metric</p>\n<p>Designed acc. to:&nbsp;AS 4100</p>\n<p>Investigated: Bolts, base metal</p>\n<p>Plate material:&nbsp;Grade 300</p>\n<p>Bolts: M20 Grade 8.8</p>\n<p>Example taken from:&nbsp;B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. For more information, please see the Wall paragraph.</p>\n<p>There are three ways to define the shape:</p>\n<ul>\n  <li>Two-way bridge&nbsp;</li>\n  <li>Highway bridge&nbsp;</li>\n  <li>And General - by polyline or imported from the DXF file</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>It is important to mention that these details (subregions) can be divided into two groups.&nbsp;The difference between them is in the element's thickness definition:</p>\n<ul>\n  <li>Walls and Diaphragms - constant thickness&nbsp;</li>\n  <li>Beams and Joints - &nbsp;thickness defined by a cross-section</li>\n</ul>\n<p><br></p>\n<p>Please be aware that all geometry types mentioned above are in the software considered as 2D elements, thus can transfer only in plane loads, and out of plane forces must be neglected.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n46c56442_ec49_010d_69d5_cea1d05d7dcd\"></object>"
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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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                                                                    "value": "<p>Release 20.1 brengt een nieuwe applicatie voor Betonontwerp - Concrete Member BETA. Modelleer, ontwerp de wapening en controleer een kritisch betonelement in enkele minuten.</p>\n<h2>Geometrie</h2>\n<p>Dankzij onze nieuwe applicatie kan de gebruiker eenvoudig ruimtelijke constructies van gewapend beton ontwerpen en beoordelen die bestaan uit 1-D elementen, <strong>liggers </strong>en <strong>kolommen</strong>. In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                            "value": "<p>Prices of individual connection components can be specified on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n  <li>Steel parts (plates and added steel members, grade dependent)</li>\n  <li>Welds (single and double fillet welds, ½ V&nbsp;and K&nbsp;butt welds, weld size dependent)</li>\n  <li>Bolt assemblies (grade and diameter dependent)</li>\n  <li>Hole drilling (as a percentage of bolt assembly cost)</li>\n</ul>\n<p>The resulting value is presented in the 3D scene and is updated according to manufacturing operations used in the design. Detailed cost calculation is an optional part of the calculation report.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"Report (Cost estimation)\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8749303e_3bb2_018f_de6d_d95c29f6b971\"></object>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bccca1aa_23d9_01fd_ea1a_483e20dce92f\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                            "value": "<p>Previously, the thickness of the thinner of the plates was selected. Now, the thickness of the plate whose edge is used is selected. This may have a very small impact on the results in a negligible amount of older models due to the change of multipoint constraints in the analysis model. When the bigger butt weld is used, the multipoint constraint transfers the force into a larger area on the surface of the connected plate.</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"Butt welds upgraded model\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. Though the analysis in IDEA StatiCa Connection is based on CBFEM, in simple cases, the stress can be compared to hand calculations to verify the resulting values.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"afef3dc2_d3ca_0190_30d4_2b8c2bc7fbc2\"></object>\n<h4>Setting fillet welds along with an SHS web and a plate surface</h4>\n<p>Hollow sections and mainly the curved corners of their cross-sections are sometimes tricky to deal with regarding welding etc. See how to properly set a simple fillet weld on both sides of an SHS member, along with its corners that have to be connected to a surface of a plate.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f339d127_df92_0198_5873_5e7993369c1a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3703b394_fafc_018b_4ca9_53f36b710e55\"></object>"
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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                                    "value": "<p>Als je de vorm van een plaat van je stalen verbinding moet veranderen, kun je die snel en eenvoudig aanpassen in de plaatbewerker (Editor). Je kunt kiezen uit verschillende bewerkingen - opening, afronding, afschuining en andere.</p>\n<p>We hoeven alleen maar een bewerking met een gewenste plaat te selecteren en <strong>Editor</strong> te starten vanuit het eigenschappenvenster.</p>\n<figure data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a9f47fc-539e-408f-97f7-37ede908c31d/edit_shape_1-0.png\" data-asset-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" data-image-id=\"21801c40-ddb6-4110-8725-3005f7d552d9\" alt=\"\"></figure>\n<p>Klik op een van de bewerkingen en voer de gewenste eigenschappen in, zoals u kunt zien in het onderstaande voorbeeld. Klik op <strong>Apply</strong> om de wijzigingen meteen in het model te zien.</p>\n<figure data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba71273b-9f44-46a9-b4d6-32b9e4310284/edit_shape_2-0.png\" data-asset-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" data-image-id=\"1a73e9da-a288-4ab1-94c4-1b51b7425dd3\" alt=\"\"></figure>\n<p>Bekijk onze opname van een webinar waarin deze productiebewerking is geïntroduceerd:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b75cbe5d_8a6d_01b1_63bc_b0856f42abff\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "Beperking: RFEM/RSTAB BIM link biedt alleen de export van verbindingen en elementen onder de Eurocode (EN)."
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                                        "codename": "emea"
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                                                      {
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                            "value": "<p>Material and Product Range Library (MPRL)&nbsp;can help you store, manage, export, and share personally defined properties of many different material settings from IDEA StatiCa programs (Connection, Member, Detail, Beam, RCS).&nbsp;</p>\n<h3>How to define a custom material</h3>\n<p>The possibility to define the new material (and also MPRL&nbsp;in which it is going to be saved) is to be found under <strong>Materials</strong> in all the above-mentioned applications.&nbsp;</p>\n<p>You can <strong>add a new material </strong>by a button on the top ribbon, or you can <strong>copy the existing one</strong>. Afterward, the material properties can be changed by the <strong>Edit</strong> command (the name, properties). <strong>Save</strong> the changes.</p>\n<figure data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81a27d92-aff6-4b7c-bcd5-bab9ff6e489e/user_def_0-0.png\" data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" alt=\"\"></figure>\n<p>The newly created material will be saved into MPRL, which enables you to use it in other projects as well.</p>\n<p>Define the <strong>name </strong>of the material in the database and <strong>table </strong>(kind of a category for sorting purposes). Either select the table from the drop-down menu or define a new one by the three dots button.</p>\n<figure data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ac84c88-e00d-4786-a3c9-f3f74adb56d2/user_def_1-0.png\" data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" alt=\"\"></figure>\n<p>In the presented example, the edited material (<em>My edit of S 235</em>) will be saved under the new <em>My Company’s table of materials</em> table.</p>\n<figure data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f96614a-aa11-4a4c-92e1-81a4d99753e3/user_def_2-0.png\" data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" alt=\"\"></figure>\n<p>The new material has been saved into MPRL - <strong>open MPRL</strong> <strong>Editor </strong>using the button in the top ribbon.</p>\n<figure data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9eb6506b-b086-4dfa-86ba-4cb5102eaa42/user_def_3-0.png\" data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" alt=\"\"></figure>\n<p>Here, the material can be edited and saved (File - Save) or deleted from MPRL. The data saved in MPRL is accessible from all IDEA StatiCa applications. It can also be shared by Export and Import with other users.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c16f54b9_4def_0152_10e0_655cf8a68a2e\"></object>\n<h3>How to export material from MPRL</h3>\n<p>Export the Material and Product Range Library (MPRL) and share your custom material/bolts/concrete/reinforcement with your colleagues. Use the <strong>Export to CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33baadda_1b80_0156_3a12_3101e78ed1e2\"></object>\n<h3>How to import material into MPRL</h3>\n<p>Import the Material and Product Range Library (MPRL) that someone shared with you and load the custom material/bolts/concrete/reinforcement. Use the <strong>Import from CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae092d1e_e6b4_01b6_3028_c2b00a0d8099\"></object>"
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                                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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                                "description": "IDEA StatiCa Member for steel",
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "The definition of boundary conditions is one of the most challenging tasks of modeling in any software. In the three following cases, the behavior of the segment of the structure subjected to different load and boundary conditions is explained."
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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                    "value": "<p>The new online licensing system of IDEA StatiCa was implemented. It is account-based, which means that all you need to start IDEA&nbsp;StatiCa&nbsp;20 is to insert your username (by default, an email) and password.</p>\n<p>Why?</p>\n<ul>\n  <li>Our customers struggled with logistics related to license codes, license files, and dongles.</li>\n  <li>IDEA StatiCa license could be fixed without the cooperation of the end-user (reactivation, etc.).</li>\n  <li>Our customers had to deploy the network license on their servers.</li>\n  <li>Company license could not be easily shared with employees on the road or on home-office</li>\n</ul>\n<p>The new online licensing system of IDEA StatiCa solves all these issues and much more. Everything is provided in a robust and secure IDEA StatiCa cloud for which users need only one thing to access – their username (by default, an email) and password.</p>\n<p>How does the online license work?</p>\n<ul>\n  <li>IDEA StatiCa installation regularly checks with IDEA StatiCa license server to update the license and verify product configuration.</li>\n  <li>IDEA StatiCa users do not have to be online all the time. The license will work for 72 hours without an internet connection. After that, connecting to the licensing server is necessary.</li>\n  <li>Admins, as well as end-users, can view/edit the license via IDEA StatiCa Customer portal, an online backend with their licensing data</li>\n</ul>\n<figure data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8b04196-671e-45f1-9afb-05c2873bc09b/Sign%20in%20box.jpg\" data-asset-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" data-image-id=\"c8f006aa-3cbf-49ef-805e-29bcb6893935\" alt=\"\"></figure>\n<h4>How to setup IDEA StatiCa version 20</h4>\n<ul>\n  <li>Every customer of IDEA StatiCa has a primary email address in our system (confirmed in a past order)</li>\n  <li>With the release of version 20, IDEA StatiCa will send Admin credentials to this email. The license will have entitlements based on purchased products and seats.</li>\n  <li>Admins can then add and remove other users in the organization</li>\n  <li>Every user in the organization can consume only selected type of IDEA StatiCa products</li>\n</ul>\n<figure data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9fde4043-99d8-4344-8a4a-da9264ff87c5/License%20manager.jpg\" data-asset-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" data-image-id=\"883b3bdf-6d94-49a8-9745-83c822e8a756\" alt=\"\"></figure>\n<p><em>IDEA StatiCa license manager</em></p>\n<h4>Migration disclaimer</h4>\n<ul>\n  <li>IDEA StatiCa 20 has only one way to license and launch – the new online licensing system.</li>\n  <li>The old licensing systems (Eleckey, HASP) of versions up to 10.1 remains unchanged and functional. Lifetime entitlements (now called \"Perpetual\") will work indefinitely, but their technical support will be terminated on <strong>30. 6. 2021</strong>. After this date, license resets, reactivations, and other licensing support will not be provided anymore. Kindly make sure that your organization migrates to version 20 as soon as possible.</li>\n</ul>"
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                    "value": "<p>Alle bouwkundig ingenieurs, ontwerpers en detailers eisen een duidelijke visuele weergave van hun ontwerpen. Daarom was de mogelijkheid om tekeningen aan te passen een zeer gewenste functie. Ingenieurs willen \"schetsen\" genereren, detailers ontvangen ze graag, zodat ze de detaillering niet vanaf nul beginnen.&nbsp;Vanaf nu kunt u doorsnedemodellen definiëren en wijzigen in het hoofdvenster van de 3D-scène.</p>\n<figure data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/10d85330-38bc-4a59-859d-e55f50c84757/Section2up.png\" data-asset-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" data-image-id=\"2319e454-c2ef-4c67-939f-17b5362a5869\" alt=\"\"></figure>\n<p>Er kunnen verschillende doorsneden worden gedefinieerd, ze moeten aan de plaat worden bevestigd, en de grenzen van de doorsnede of de oriëntatie van de doorsnede kunnen worden gewijzigd.</p>\n<figure data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1cfa9097-eb11-4c6d-acca-687026b769a0/Section3up.png\" data-asset-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" data-image-id=\"580d274a-dfc0-4fcc-8e4a-7787112accbd\" alt=\"\"></figure>\n<p>Om een nieuwe doorsnede toe te voegen om een tekening of schets te maken, selecteert u een plaat in het verbindingsmodel en kiest u in het rechtsklikmenu <strong>Maak snede</strong>. Om de doorsnede te verwijderen, selecteert u de plaat en kiest u <strong>Verwijder snede</strong>.</p>\n<figure data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/94b3a62f-c84e-4968-af41-ce23e24f9953/Section5up.png\" data-asset-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" data-image-id=\"e754121d-3dd6-4954-be9d-38da04b7ee5a\" alt=\"\"></figure>\n<p>Om de doorsnedeweergave te verlaten, klikt u op het pictogram <strong>Benoemde snede</strong>. U kunt de doorsnedeweergaves daarna weer openen via dit pictogram en alle toegevoegde doorsneden in het menu doorbladeren en wijzigen.</p>\n<figure data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d085fb8c-a181-4c8b-b4a3-b5efba659423/Section6up.png\" data-asset-id=\"d3235040-4e79-4af0-a390-725dd761571f\" data-image-id=\"d3235040-4e79-4af0-a390-725dd761571f\" alt=\"\"></figure>\n<p>De doorsnedemodelweergave kan worden afgedrukt als rapport of worden opgeslagen in een galerij voor verder gebruik.</p>\n<p>Er worden automatisch labels voor lassen en platen gegenereerd die respectievelijk het type en de dikte van de las en de dikte/afmetingen van de plaat beschrijven.</p>\n<figure data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/197fe921-96c1-4f52-913f-9e12de161275/Section4up.png\" data-asset-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" data-image-id=\"82f73e29-b56a-4139-abfc-a4c210942877\" alt=\"\"></figure>\n<p><em>Labels voor lassen en plaateigenschappen</em></p>\n<p>Deze functie is alleen beschikbaar in de <strong>Enhanced</strong> versie van IDEA StatiCa Steel</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e964af7e_2708_01a2_b5d8_68700addc1df\"></object>"
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                            "value": "<p><em>Opmerking: Connection Browser werd hernoemd naar </em><em><strong>Connection Library</strong></em><em> met versie 23.0 (april 2023).</em></p>\n<p>De eerste is de set die door IDEA StatiCa in elke installatie wordt gedefinieerd. De tweede is de set van ontwerpen van verbindingen gemaakt en opgeslagen door elke gebruiker. De derde zal een bedrijfsset van verbindingen zijn die elk van onze klanten kan maken en onderhouden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f929e3ba_dab0_0174_117b_3e7935b01e3f\"></object>\n<p>Met de Connection Browser kunt u een geschikte ontwerpoplossing vinden uit een database met voorgedefinieerde ontwerpen en deze direct toepassen op uw elementen.&nbsp;</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Er zijn drie nieuwe knoppen voor de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> Browser. De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. We adviseren alle gebruikers om hun huidige sjablonen op te slaan als hun persoonlijke ontwerpen in de Connection Browser.</p>"
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                                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                    "type": "rich_text",
                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. Krijg een exclusieve demonstratie van de belangrijkste functies door het team achter de release en laat uw vragen beantwoorden. <a data-item-id=\"152232af-c01a-4725-9493-640ccdb31d73\" href=\"\">Meer informatie vindt u hier</a>.</p>\n<h2>Volledige Release notes</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v23.0 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"af395509_7f2b_01a6_f8fc_359ac9f1f4a4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1ccda62c_7b44_0155_7c18_05796e21af9f\"></object>"
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                                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                                                    "value": "<p>Er bestaan verschillende opties om lassen te benaderen in numerieke modellen. De grote vervormingen maken de mechanische analyse complexer en het is mogelijk om verschillende mesh-beschrijvingen, verschillende kinetische en kinematische variabelen en constitutieve modellen te gebruiken. Over het algemeen worden de verschillende soorten geometrische 2D- en 3D-modellen en daarmee eindige elementen met hun toepasbaarheid voor verschillende nauwkeurigheidsniveaus gebruikt. Het meest gebruikte materiaalmodel is het gebruikelijke plasticiteitsmodel op basis van het von Mises-vloeicriterium. Er worden twee benaderingen beschreven die voor lassen worden gebruikt. Restspanning en vervorming veroorzaakt door lassen worden niet verondersteld in het ontwerpmodel.</p>\n<p>De belasting wordt overgedragen via kracht-vervormingsbeperkingen op basis van de Lagrangiaanse formulering op de tegenoverliggende plaat. De verbinding wordt multi-point constraint (MPC) genoemd en relateert de eindige-elementknooppunten van de ene plaatrand aan de andere. De eindige elementen knooppunten zijn niet direct verbonden. Het voordeel van deze aanpak is de mogelijkheid om EE_netten met verschillende dichtheden te verbinden. De constraint maakt het mogelijk om het middenlijnoppervlak van de verbonden platen te modelleren met de offset, waarbij de werkelijke lasconfiguratie en lasdikte worden gerespecteerd. De belastingsverdeling in de las wordt afgeleid van de MPC, dus de spanningen worden berekend in het keelgedeelte. Dit is belangrijk voor de spanningsverdeling in de plaat onder de las en voor het modelleren van T-stubs.</p>\n<h4>Plastische herverdeling van spanningen in lassen</h4>\n<p>Het model met alleen multi-point constraints houdt geen rekening met de stijfheid van de las en de spanningsverdeling is conservatief. Spanningspieken die verschijnen aan het einde van plaatranden, in hoeken en afrondingen, bepalen de weerstand over de gehele lengte van de las. Om dit effect te elimineren, wordt tussen de platen een speciaal elastoplastisch element toegevoegd. Het element respecteert de dikte, positie en oriëntatie van de lasnaad. Het equivalente laslichaam wordt ingevoegd met de bijbehorende lasafmetingen. De niet-lineaire materiaalanalyse wordt toegepast en het elastoplastische gedrag in een gelijkwaardige lasmassa wordt bepaald. De plasticiteitstoestand wordt geregeld door spanningen in de lasdoorsnede. De spanningspieken worden herverdeeld over het langere deel van de laslengte.</p>\n<p>Het elastoplastische model van lassen geeft echte spanningswaarden en het is niet nodig om de spanning te middelen of te interpoleren. Berekende waarden bij het meest belaste laselement worden direct gebruikt voor controles van de las. Op deze manier is het niet nodig om de weerstand van <em>multi-oriented</em> lassen, lassen aan niet-verstijfde flenzen of lange lassen te verminderen.</p>\n<figure data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0bd27c97-ebab-4887-9fc1-d9027cdf3df8/Structural%20design%20of%20a%20steel%20connection%20-%20Welds.png\" data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" alt=\"Lasmodel van Lasdefinitie in van elastoplastich materiaal in IDEA CONNECTION\"></figure>\n<p><em>Constraint tussen laselement en netknooppunten</em></p>\n<p>Algemene lassen kunnen, terwijl ze plastische herverdeling gebruiken, worden ingesteld als continu, gedeeltelijk en onderbroken. Doorlopende lassen zijn over de gehele lengte van de rand, gedeeltelijk stelt de gebruiker in staat om offsets van beide kanten van de rand in te stellen, en onderbroken lassen kunnen bovendien worden ingesteld met een ingestelde lengte en een opening.</p>"
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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. See the dedicated <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Release Notes 22.1 article</a>.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Since 23.0.1 patch, the warning has been displayed to emphasize that the bolts going through the timber member are not checked (in the 3D scene and in Report).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"Timber warning in 23.0.1\"></figure>\n<p>This feature is available for the <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>\n<h3>Webinars and other resources</h3>\n<p>Check out the possibilities of the timber connections check in practice in the recording of the <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a> webinar.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>In our blog, you can read an article about <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Designing steel-to-timber connections</a> from July 2020.</p>\n<p>Take a look at the case study of a <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Family home in Massachusetts</a> done by our customer - the CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"Family home in Massachusetts\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef2a0e0_b878_01b2_1668_5489fe50626f\"></object>"
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                            "value": "<p>Type of connection: Double angle cleat connection</p>\n<p>Unit system:&nbsp;Metric</p>\n<p>Designed acc. to:&nbsp;AS 4100</p>\n<p>Investigated: Bolts, base metal</p>\n<p>Plate material:&nbsp;Grade 300</p>\n<p>Bolts: M20 Grade 8.8</p>\n<p>Example taken from:&nbsp;B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. For more information, please see the Wall paragraph.</p>\n<p>There are three ways to define the shape:</p>\n<ul>\n  <li>Two-way bridge&nbsp;</li>\n  <li>Highway bridge&nbsp;</li>\n  <li>And General - by polyline or imported from the DXF file</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>It is important to mention that these details (subregions) can be divided into two groups.&nbsp;The difference between them is in the element's thickness definition:</p>\n<ul>\n  <li>Walls and Diaphragms - constant thickness&nbsp;</li>\n  <li>Beams and Joints - &nbsp;thickness defined by a cross-section</li>\n</ul>\n<p><br></p>\n<p>Please be aware that all geometry types mentioned above are in the software considered as 2D elements, thus can transfer only in plane loads, and out of plane forces must be neglected.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n46c56442_ec49_010d_69d5_cea1d05d7dcd\"></object>"
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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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                                                                    "value": "<p>The new version of IDEA StatiCa is here! We bring another batch of new features and improvements to enhance the design of your concrete projects. No matter how complex is your concrete project, IDEA StatiCa delivers:</p>\n<ul>\n  <li>Complete code-checks</li>\n  <li>Advanced analysis types</li>\n  <li>The unlimited topology of cross-sections and reinforcement layout</li>\n  <li>All 2D concrete details</li>\n  <li>Reports that get the project done</li>\n</ul>\n<p>Our users currently do this through separate applications - Detail, RCS, and Beam. We are thrilled to introduce you to a brand new application in IDEA StatiCa Concrete - <strong>Member</strong>. &nbsp;It will unify all the design and code-checks of all reinforced concrete members in one place, integrated into your FEA software. Member will be available in BETA for all users with any concrete license of IDEA StatiCa.</p>\n<p>Besides this whole new app, you can find improvements in our code-checking engines:</p>\n<ul>\n  <li>Partially loaded areas</li>\n  <li>Fatigue check</li>\n</ul>\n<p>Next to that, we prepared some improvements on the <strong>IDEA StatiCa licensing</strong> to enable you flexible and comfortable license management. &nbsp;</p>\n<p>We hope you will enjoy all our new features and improvements and would love to hear your feedback anytime.&nbsp;</p>\n<p>Calculate yesterday’s estimates!</p>"
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                                                                    "value": "<p>Release 20.1 brengt een nieuwe applicatie voor Betonontwerp - Concrete Member BETA. Modelleer, ontwerp de wapening en controleer een kritisch betonelement in enkele minuten.</p>\n<h2>Geometrie</h2>\n<p>Dankzij onze nieuwe applicatie kan de gebruiker eenvoudig ruimtelijke constructies van gewapend beton ontwerpen en beoordelen die bestaan uit 1-D elementen, <strong>liggers </strong>en <strong>kolommen</strong>. In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "Do you have trouble with fulfilling stress limitation in quasi-permanent combination while designing your beam in IDEA StatiCa Beam? Use implemented calculation of non-linear creep and you will not have to worry about the check any more."
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                            "value": "<p>Prices of individual connection components can be specified on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n  <li>Steel parts (plates and added steel members, grade dependent)</li>\n  <li>Welds (single and double fillet welds, ½ V&nbsp;and K&nbsp;butt welds, weld size dependent)</li>\n  <li>Bolt assemblies (grade and diameter dependent)</li>\n  <li>Hole drilling (as a percentage of bolt assembly cost)</li>\n</ul>\n<p>The resulting value is presented in the 3D scene and is updated according to manufacturing operations used in the design. Detailed cost calculation is an optional part of the calculation report.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"Report (Cost estimation)\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8749303e_3bb2_018f_de6d_d95c29f6b971\"></object>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bccca1aa_23d9_01fd_ea1a_483e20dce92f\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>De nieuwe versie brengt een verbeterd algoritme voor het berekenen van de boutafstanden (p1; p2), eind (e1) en rand (e2)<strong> afstanden voor de Eurocode stuikcontrole</strong>. Deze verbetering is vooral relevant voor algemene plaatgeometrieën, platen met openingen, uitsnijdingen, enz.</p>\n<p>Het algoritme leest de werkelijke richting van de resulterende dwarskrachtvector in een gegeven bout en berekent vervolgens de afstanden die nodig zijn voor de stuikcontrole.</p>\n<p>De eind (e1) en rand (e2) afstanden worden bepaald door de plaatcontour in drie segmenten te verdelen. Het eindsegment wordt aangegeven met een bereik van 60 ° in de richting van de krachtvector. De randsegmenten worden gedefinieerd door twee bereiken van 65 ° loodrecht op de krachtvector. De kortste afstand van een bout tot een relevant segment wordt dan als einde of randafstand genomen.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"Stuikweerstand controle met randafstanden in IDEA CONNECTION v20.1\"></figure>\n<p>De afstanden tussen boutgaten (p1; p2) worden bepaald door de omringende boutgaten virtueel met de helft van hun diameter te vergroten en vervolgens twee lijnen in de richting van en loodrecht op de dwarskrachtvector te trekken. De afstanden tot de vergrote boutgaten die door deze lijnen worden doorsneden, worden dan in de berekening als p1 en p2 beschouwd.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"randafstand e2 randafstand e1 bout hart-op-hart afstand p1 en p2 in IDEA CONNECTION\"></figure>\n<p>Beschikbaar in <strong>Steel Expert </strong>en <strong>Enhanced </strong>.</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. 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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                            "value": "<p>When selected, a check for potentially missing welds is performed. Such welds are then added and imported along with the rest of the components.</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export of recommended welds\"></figure>\n<p>These welds might be missing due to an incorrect export, or perhaps they are not&nbsp;in the CAD model altogether. The added welds are then labeled as \"recommended weld\" in the tree of operations in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1be4aa05-910a-40f5-bfb2-3d6c0d01246e/Screenshot%202020-10-05%20122304.png\" data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" alt=\"Recommended welds result\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                            "value": "<p>Contact is alleen effectief bij compressie, terwijl lassen afschuif- en trekkrachten overbrengen.</p>\n<p>Een las is zeer stijf en moet worden belast om een beetje mee te geven en het contact te laten inwerken. Dat betekent dat er zelfs voor lassen in compressie met contact een aanzienlijke spanning is. Dat vermindert echter niet de weerstand van zo'n las in afschuiving.</p>\n<p>Een hoeklas met contact heeft een nieuw symbool: een driehoek met een pijl (controle en verslag). Er is ook een symbooluitleg toegevoegd aan het verslag.</p>\n<p>De gebruikers moeten zich ervan bewust zijn dat lassen gewoonlijk in druk worden gecontroleerd. Als een overdracht van drukbelasting door contact is toegestaan, moeten de oppervlakken nauwkeurig worden gesneden en mag er geen spleet zijn.</p>\n<p>Wanneer de staaf nauwkeurig wordt gesneden, kan men ervan uitgaan dat de drukkrachten door contact worden overgebracht en dat de lassen alleen trek- en schuifkrachten overbrengen. Dit wordt vooral gebruikt voor kolomvoeten, meestal in West-Europa.</p>\n<p>Denk eraan - het is de verantwoordelijkheid van de gebruiker om ervoor te zorgen dat er geen spleet is en dat de staaf precies gesneden is.&nbsp;</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p>Beschikbaar in zowel <strong>Expert</strong> als <strong>Verrijkte</strong> editie van&nbsp;<a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>"
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                                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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                    "value": "<p>Import from FEA applications is now easier than ever, the user can select multiple nodes, and Code-check manager will import all of them as unique connections. IDEA StatiCa integrates automatically to your software during the installation, &nbsp;adding a new command to the ribbon.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>By running this command, open the Code-check manager. Drag the mouse to bulk select the chosen nodes and click the Connection button to import all data at once. After opening and designing the imported joints one by one, you can run the bulk analysis to code-check all the connections at once.</p>\n<p>Take advantage of the synchronization function - if you change anything (e.g. load combination, cross-section of a beam) in the structural model, at one click you upload the new data to all the joints on the list while you keep the design. Then click calculate all to check code-checks of the refreshed connection models.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<p>This feature is available in any IDEA StatiCa Steel package. Mass Calculation and Synchronization of all listed items is available only in the Enhanced package IDEA StatiCa Steel.</p>\n<p>Please note that for SCIA Engineer, the Code-check manager has not yet been implemented and the BIM link imports single nodes one by one only.</p>"
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                    "value": "<p>The BETA version of IDEA StatiCa was a hit! It instantly becomes one of the most launched IDEA StatiCa applications. Based on the user feedback, we have improved various GUI and checking features.</p>\n<p>Together with the university&nbsp;teams, we have finished the majority of verification and validation work. IDEA StatiCa Member MNA and LBA analyses are correctly tested in multiple experiments and examples. GMNIA analysis verification and validation for hot-rolled section members was&nbsp;tested&nbsp;as well. However, we must admit that the verification&nbsp;process&nbsp;is enormously laborious, and the job for welded section members is still in operation.</p>\n<p>IDEA StatiCa 20 brings an improved version of IDEA StatiCa Member so that structural engineers can properly handle buckling and stability issues in varying complexity of steel projects.</p>\n<p>To support smooth workflows, we implemented BIM links with several FEA applications – SAP 2000, ETABS, Autodesk Robot Structural Analysis, RFEM/RSTAB, and AxisVM.</p>\n<figure data-asset-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" data-image-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/364c1d4e-29f1-4979-9d44-ccee71d65d2a/Member1.png\" data-asset-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" data-image-id=\"d73471e9-a10b-47e6-8ab6-30ce1532d00b\" alt=\"\"></figure>\n<p><em>Global and local buckling simulated in IDEA StatiCa Member BETA</em></p>\n<p>IDEA StatiCa Member is automatically available to all users with IDEA StatiCa Steel license, edition Enhanced. More information, tutorials, sample projects, and a lot more can be found on our <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">Steel pages</a>.</p>\n<figure data-asset-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" data-image-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55b3087c-5662-4633-9546-caca44c5aa19/Member2.png\" data-asset-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" data-image-id=\"c2907b43-ddfa-489b-97b7-deec573a3901\" alt=\"\"></figure>\n<p><em>Buckling of a frame in IDEA StatiCa Member BETA</em></p>\n<p>Manufacturing operations in the previous version of the Member application were limited. From now on, the full designing potential is provided with five new manufacturing operations such as the cut of a member, cut of a plate, stiffening member, general weld, and transversal stiffener.</p>\n<figure data-asset-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" data-image-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1adbdc89-6033-4de6-b17e-eb2391f920ae/Member_oper.png\" data-asset-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" data-image-id=\"6b094856-629f-4ce5-a74e-a89cfccca180\" alt=\"\"></figure>\n<p>IDEA StatiCa Member manufacturing operations.</p>"
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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                            "value": "<p><em>Opmerking: Connection Browser werd hernoemd naar </em><em><strong>Connection Library</strong></em><em> met versie 23.0 (april 2023).</em></p>\n<p>De eerste is de set die door IDEA StatiCa in elke installatie wordt gedefinieerd. De tweede is de set van ontwerpen van verbindingen gemaakt en opgeslagen door elke gebruiker. De derde zal een bedrijfsset van verbindingen zijn die elk van onze klanten kan maken en onderhouden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f929e3ba_dab0_0174_117b_3e7935b01e3f\"></object>\n<p>Met de Connection Browser kunt u een geschikte ontwerpoplossing vinden uit een database met voorgedefinieerde ontwerpen en deze direct toepassen op uw elementen.&nbsp;</p>\n<figure data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a49514a3-67eb-4c41-89e3-8eda2d857581/Browser%201.PNG\" data-asset-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" data-image-id=\"87d857ef-f86a-4c63-8bd6-da233dc6eb90\" alt=\"\"></figure>\n<p>Er zijn drie nieuwe knoppen voor de <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> Browser. De knop <strong>Voorstel </strong>opent de Connection design browser, een algemene database met opgeslagen ontwerpen. U kunt direct door de beschikbare ontwerpen bladeren voor alle huidige elementen in de topologie van uw verbinding.</p>\n<figure data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d2bee1-ca60-4579-ae0e-011c28ad29bb/Browser%202.png\" data-asset-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" data-image-id=\"f90f2625-1dbf-41d3-8fe9-8647de438338\" alt=\"\"></figure>\n<p>Probeer voor de niet-standaard geometrieën slechts een subset (d.w.z. twee of drie) van elementen tegelijk te selecteren. Schakel Geometrie over naar Selectie en gebruik de cursor en houd CTRL ingedrukt om meerdere elementen in de scène te selecteren. Bevestig de selectie met Enter, de spatiebalk of de rechtermuisknop. De proposer filtert de topologieën op basis van uw selectie.</p>\n<figure data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3533489c-b6de-4b9d-87f9-a5906eeb4d9e/Browser%203.png\" data-asset-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" data-image-id=\"a306ad16-681b-40b0-83ae-3d4a81a0c2b6\" alt=\"\"></figure>\n<p>Zodra u een geschikt ontwerp hebt gevonden, wordt het direct toegepast op het geselecteerde deel van de verbinding.</p>\n<figure data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4234fc71-8282-4681-b6c6-078965a5aa91/Browser%204.jfif\" data-asset-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" data-image-id=\"6c8aee83-dfe4-4a27-917f-4e71ed7e03a7\" alt=\"\"></figure>\n<p>Zet Topologie op Geen om de volledige inhoud van de database weer te geven. U kunt de ontwerpen ook filteren op basis van verschillende criteria: Ontwerpen inclusief bouten of lassen of schakel de IDEA StatiCa standaard database met ontwerpen of uw eigen (door de gebruiker gemaakte) ontwerpset aan of uit.</p>\n<figure data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a63a5c77-a58c-45e8-b648-8541919d9d46/Browser%209.png\" data-asset-id=\"1969d115-1025-4d87-baed-16880bc37327\" data-image-id=\"1969d115-1025-4d87-baed-16880bc37327\" alt=\"\"></figure>\n<p>U kunt nu elk gemaakt aangepast ontwerp toevoegen aan de database door de opdracht <strong>Publiceer</strong> te selecteren in het lint. In het volgende dialoogvenster kunt u de Connection Design Set (CDS) opgeven waar het ontwerp wordt opgeslagen. &nbsp;Op dit moment wordt het ontwerp opgenomen in de privédatabase van de gebruiker - User Data Set. Er komt meer in toekomstige versies van IDEA StatiCa (de mogelijkheid om ontwerpen te delen enz.).</p>\n<figure data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4fc622a-ad46-4e8e-80d6-b29f93574dbc/Browser%208.png\" data-asset-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" data-image-id=\"4ae473fe-6f4d-474d-8bb7-e331ab02c6e8\" alt=\"\"></figure>\n<p>Het nieuw toegevoegde aangepaste ontwerp zal beschikbaar zijn in de Connection Browser (onder het dialoogvenster Voorstel) voor verder gebruik in de ontwerpworkflow.</p>\n<figure data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55933201-5d49-4ab0-858e-6aa16c67de07/Browser%206.png\" data-asset-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" data-image-id=\"ba19d19f-ba3c-4c28-a8fa-d73a2e93f458\" alt=\"\"></figure>\n<p>Alle ontwerpitems voor gebruikersverbindingen kunnen worden beheerd met de opdracht <strong>Beheer</strong> in het lint: u kunt de ontwerpen eenvoudig verwijderen en bewerken.</p>\n<figure data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2049a0a-9392-45d4-9a7a-30a23f5e4f97/Browser%207.png\" data-asset-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" data-image-id=\"4d1808dd-3d61-476e-a13e-eed21e14e0bc\" alt=\"\"></figure>\n<p>Migratie van huidige sjablonen - de huidige functie voor sjablonen in IDEA StatiCa Connection wordt geleidelijk vervangen door de Connection Browser. We adviseren alle gebruikers om hun huidige sjablonen op te slaan als hun persoonlijke ontwerpen in de Connection Browser.</p>"
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                                    "value": "<p>Bekijk alle mogelijkheden in IDEA StatiCa 22.0 en vergelijk ze met de <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Connection Browser (v21.1)</a>&nbsp; die in de vorige versie is geïntroduceerd.</p>\n<h3>Bedrijfsset van uw ontwerpen</h3>\n<p>Een ontwerpset voor bedrijfsverbindingen is een set van opgeslagen ontwerpen (sjablonen) die door u of uw collega's zijn gemaakt. De set is toegankelijk voor alle gebruikers van het bedrijf (op basis van de bedrijfslicentiegroep), terwijl gebruikers van andere bedrijven deze ontwerpitems niet kunnen zien, gebruiken of openen.</p>\n<figure data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a9d738f-6bf6-4dbc-b8f3-470a3b98db1d/ConBr-CompanySet_3.png\" data-asset-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" data-image-id=\"75a5a3d4-37a4-4876-9061-ec722939656f\" alt=\"\"></figure>\n<p>Elke gebruiker van een bedrijf kan de opgeslagen bedrijfsontwerpen doorzoeken en toepassen, maar ook een nieuw ontwerp aan de bedrijfsset toevoegen. Nadat u uw aangepaste verbinding hebt gemaakt, drukt u op de knop <strong>Publish</strong> in het bovenste lint, geeft u de beschrijving op en selecteert u de Connection Design Set (CDS) om uw verbinding als een nieuw sjabloon op te slaan. De Private items zullen alleen voor u beschikbaar zijn, terwijl de Company gedeeld wordt met uw collega's.&nbsp;</p>\n<figure data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9abcdffa-9fe8-43fa-9ead-1054ba3521a5/ConBr-CompanySet_4.png\" data-asset-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" data-image-id=\"b80af4a3-e6f9-42c9-a073-215666a8ef0f\" alt=\"\"></figure>\n<p>Om uw Private en Company design sets (Privé- en Bedrijfsontwerpen) te bekijken en te beheren, gebruikt u de <strong>Manage</strong> knop in het bovenste lint.</p>\n<p><br></p>\n<figure data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0d488e1-c823-48a0-bf0e-7aaa1f8d894a/ConBr-CompanySet_5.png\" data-asset-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" data-image-id=\"a0bd986a-7116-441e-9b2d-153488cbe1f0\" alt=\"\"></figure>\n<h3>Introductievideo van de Bedrijfssets in de nieuwe Connection Browser:</h3>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5a437547_ac6d_0142_fae6_f1492299bc39\"></object>\n<h3>Verbeterde filters om ontwerpen te beheren</h3>\n<p>In de Connection Browser (geopend met de knop <strong>Propose</strong> uit het bovenste lint) vindt u een galerij van alle opgeslagen ontwerpen die voor een bepaalde geometrie zijn voorgesteld (zie het artikel uit <a data-item-id=\"5e9b20d3-786d-429b-97aa-f2e8ada196b4\" href=\"\">Release notes 21.1</a> om vertrouwd te raken met de interface en te weten te komen hoe u met de geometrie kunt werken). Om gemakkelijk het gewenste ontwerp te vinden, kunt u items in- en uitschakelen op basis van de gebruikte verbindingsstukken (ankers, bouten, lassen, hoekstalen) met het filter aan de linkerkant.</p>\n<figure data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3052695a-20fd-4c26-a49c-ad78ec1ce2e7/ConBr-Connectors_1.png\" data-asset-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" data-image-id=\"546341a7-951b-4741-b920-7aed19a43a8a\" alt=\"\"></figure>\n<p>Boven de galerij preview van de ontwerpen kunt u de drie verschillende sets van ontwerpen aan en uit zetten:</p>\n<p><em><strong>IDEA StatiCa connection design set</strong></em> <em>is een set van ontwerpen ( sjablonen) gemaakt voor u door IDEA StatiCa team en toegankelijk voor alle gebruikers zonder beperking.</em></p>\n<p><em><strong>Private connection design set</strong></em><em> is een set van ontwerpen ( sjablonen) gemaakt door een gebruiker en alleen toegankelijk voor de gebruiker (gebaseerd op de gebruikersaccount). Geen andere gebruikers kunnen deze ontwerpen zien, gebruiken of benaderen.</em></p>\n<p><em><strong>Company connection design set</strong></em><em> is een set van ontwerpen ( sjablonen ) gemaakt door gebruikers van een bedrijf en toegankelijk voor gebruikers van een bedrijf (gebaseerd op de bedrijfsaccount licentiegroep). Gebruikers van verschillende bedrijven kunnen deze ontwerpen niet zien, gebruiken of openen.</em></p>\n<h3>De rechtermuisknop opent de Connection Browser</h3>\n<p>Deze functie is een volgende stap in de integratie van de Connection Browser in de IDEA StatiCa Connection interface en vervangt de vergelijkbare oude-stijl functie onder de rechtermuisknop. Snelkoppeling voor diegenen onder u die graag supersnel zijn - de rechtermuisklik op een lid in de 3D scène stelt automatisch ontwerpen voor die passen uit uw bibliotheek.</p>\n<p>De UI van de rechtermuisknopfuncties Connect to, Anchor, en Modify blijft hetzelfde. In plaats van een vaste set algemene sjablonen, stelt de Connection Browser ontwerpen voor die passen bij het aantal geselecteerde elementen, hun geometrie, en doorsneden.</p>\n<figure data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b4bdf242-d59f-4266-a7b9-f7ddeba7513e/Right-click%20mouse%20button%20design%20proposal.png\" data-asset-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" data-image-id=\"a299ab8d-bff8-4914-8f6d-618dfbd368e0\" alt=\"\"></figure>\n<p>De rechtsklik selectieworkflow met geïntegreerde Connection Browser:</p>\n<ul>\n  <li>Klik met de rechtermuisknop op een element</li>\n  <li>Klik op <strong>Connect to</strong> (of Anchor of Modify)</li>\n  <li>U kunt één of meerdere elementen selecteren om een verbinding mee te maken. Meerdere elementen kunnen worden geselecteerd door de CTRL of SHIFT toets ingedrukt te houden of door de muis te slepen in de scène</li>\n  <li>Druk op de spatiebalk om de selectie te bevestigen</li>\n  <li>Kies één van de voorgestelde ontwerpen in de Connection Browser</li>\n</ul>\n<p>De rechtermuisknop functie is beschikbaar sinds de 21.1.1 patch.</p>\n<h3>Selectiemogelijkheden</h3>\n<p>Zoals hierboven vermeld, kunt u gebruik maken van de selectie van meerdere elementen door de CTRL of SHIFT toets ingedrukt te houden en ze te selecteren in de scène. Bevestig de selectie met de spatiebalk toets of de Enter toets of door nog een rechtermuisklik.</p>\n<p>U kunt ook meerdere elementen selecteren door in het selectievenster te klikken en te slepen. In dit geval is geen bevestiging nodig.</p>\n<figure data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/998ca24d-c0fc-4cf4-9a3b-ffbf005583a6/ConBr-select_2.png\" data-asset-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" data-image-id=\"42bdbba1-3713-4a35-8e7f-98d2fc2426a1\" alt=\"\"></figure>\n<figure data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/656f9fe6-ac1b-40d0-9bec-db4389d8cfd9/ConBr-select_3.png\" data-asset-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" data-image-id=\"b6177cb5-b4e4-46eb-b29d-0bc9936cbd98\" alt=\"\"></figure>\n<h3>Beëindiging van oude Template Manager (Sjabloon Beheerder)</h3>\n<p>Zoals u misschien gemerkt heeft, is de ouderwetse en verouderde Template Manager overbodig geworden in versie 22.0. Als u uw aangepaste ontwerpen wilt overzetten in de nieuwe Connection Browser, gebruik dan de 21.1 versie van IDEA StatiCa waar beide functies naast elkaar zijn geïmplementeerd.&nbsp;</p>\n<p>Maak het ontwerp dat u wilt overbrengen door het te laden vanuit de Template Manager in 21.1 en publiceer het in de Connection Browser naar uw privé- of bedrijfsset met ontwerpen.</p>\n<figure data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/190dd315-b3f6-4cbd-9223-34db31a83569/ConBr-TemplateManager_1.png\" data-asset-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" data-image-id=\"6ea5765c-29c8-48e9-b536-069b1c96fdaa\" alt=\"\"></figure>\n<p>Beschikbaar in zowel de \"<strong>Expert</strong>\" als de \"<strong>Enhanced</strong>\" edities van <a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.&nbsp;</p>"
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                                            "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. Vooral voor staalconstructies is dit vaak de cruciale weerstand, omdat de prestaties van staal bij hogere temperaturen dramatisch afnemen.&nbsp;</p>\n<p>Vanaf versie 22.1 kunnen de ontwerpers stalen verbindingen en ook het geheel van de met elkaar verbonden staven analyseren voor bepaalde temperaturen, dankzij de <strong>Brandontwerp</strong>-analyse die zowel in de applicaties IDEA StatiCa Connection en Member aanwezig is.&nbsp;</p>\n<p>Daarnaast hebben we vele andere verbeteringen voorbereid, die in de dagelijkse praktijk van onze gebruikers zullen helpen.&nbsp;</p>\n<h3>Verbeteringen in het ontwerp en de analyse van stalen verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"cfff8f1c-5411-4984-a448-e7868a33ac19\" href=\"\">Horizontale bindweerstand</a></li>\n  <li><a data-item-id=\"b0240d9a-db0c-4fb9-a633-5ac9c63ba259\" href=\"\">Brandontwerp van staalverbindingen</a>&nbsp;</li>\n  <li><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\">Plaat en las botsingscontrole</a></li>\n  <li><a data-item-id=\"5f7b56de-fe8a-4896-b673-a40c966a9802\" href=\"\">Connection Browser: Eigenschappen, parameters en filtratie</a></li>\n  <li><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\">Contact kan worden ingesteld naast las</a>&nbsp;</li>\n  <li><a data-item-id=\"4a6e440f-7270-4fa6-8183-6383afc8a081\" href=\"\">Operatie \"Cut of plate\" (Snede van de plaat) herontworpen&nbsp;</a></li>\n  <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Houtverbindingen: toon de hoek met de nerf</a> (sinds de 22.0.1 patch)</li>\n  <li><a data-item-id=\"d8668cc4-a6fe-4eeb-8c1c-aa27f25400a8\" href=\"\">Herontwerp van de dialoog</a>​ (sinds de 22.0.3 patch)</li>\n</ul>\n<h4>Kleinere verbeteringen&nbsp;</h4>\n<ul>\n  <li>&nbsp;EN - een aantal van de subscripts in het verslag verenigen (sinds de 22.0.1 patch)</li>\n  <li>NVOL verwijderen uit contact-, las- en boutrasterbewerkingen (sinds de 22.0.2 patch)</li>\n  <li>Stel de lengte van het gecondenseerde element in IOM in (sinds de 22.0.3 patch)</li>\n  <li>AISC lassymbolen - beenmaat Ls veranderd in w, keeldikte Th veranderd in tw (in lijn met AISC 360) &nbsp;</li>\n  <li>Britse eenheden - rotatiestijfheid toegevoegd&nbsp;</li>\n  <li>Schetsplaat - ingekerfde staaf&nbsp;</li>\n  <li>Staaf snijden - bounding box refactoring (= verfijning van de snijdoos) om snijden van een plaat met meer dan 4 randen mogelijk te maken</li>\n</ul>\n<h2>Nieuws voor Beton en Voorspanning</h2>\n<p>Ontwerpt u hoogbouw van gewapend beton of industriële gebouwen en moet u de brandweerstand ervan controleren? Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                                    "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. Krijg een exclusieve demonstratie van de belangrijkste functies door het team achter de release en laat uw vragen beantwoorden. <a data-item-id=\"152232af-c01a-4725-9493-640ccdb31d73\" href=\"\">Meer informatie vindt u hier</a>.</p>\n<h2>Volledige Release notes</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v23.0 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"af395509_7f2b_01a6_f8fc_359ac9f1f4a4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1ccda62c_7b44_0155_7c18_05796e21af9f\"></object>"
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                                    "value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa</strong> en selecteer de toepassing <strong>Connection </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>). Maak een nieuw <strong>leeg ontwerp</strong> door de gewenste geometrie te selecteren. Vul de naam in en kies de ontwerpnorm en standaard materiaaleigenschappen.</p>\n<figure data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/296d6e90-da7d-43ff-b136-f1350c5f05d8/CL_01.png\" data-asset-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" data-image-id=\"d117ec58-080b-4fbc-a822-3b16d4918403\" alt=\"\"></figure>\n<h2>2 Een nieuwe template maken</h2>\n<p>Laten we een ontwerp maken dat kan worden opgeslagen als template. Klik op <strong>Bewerking</strong> in het lint en zoek de productiebewerking <strong>Stub - plaat op plaat</strong>.</p>\n<figure data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae4db82-405c-4233-9d77-eeb6e7ca2a4e/CL_3.jpg\" data-asset-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" data-image-id=\"b83a43c1-f6ed-4e51-aa83-85b95e09569b\" alt=\"\"></figure>\n<p>Wijzig de lassen in de bewerking. Selecteer de <a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>Partial Joint Penetration lasnaden (PJP)</strong></a><strong> </strong>en bewerk de grootte.</p>\n<figure data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cecd5b8-4f85-4932-8cf4-81484b98727e/CL_4.jpg\" data-asset-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" data-image-id=\"e2c25bb5-d102-4079-8545-4ad5dd59f8c1\" alt=\"\"></figure>\n<p>Voeg nog een bewerking toe - <strong>Snede van staaf</strong>.</p>\n<figure data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e51bfdb-8101-4c5d-b4b2-761ce57d46b5/CL_5.jpg\" data-asset-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" data-image-id=\"47f7e12d-ad9a-4f52-b001-140440b45a1b\" alt=\"\"></figure>\n<p>Wijzig het te snijden element in <a data-item-id=\"f6e6b0be-9e8d-4d62-9f60-9917ddbeb763\" href=\"\"><strong>STUB1</strong></a> en <a data-item-id=\"23e17b5c-1590-48e1-be86-e6141d9b6c02\" href=\"\"><strong>lassen</strong></a>.</p>\n<figure data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34492e8c-c838-45ef-9d26-956d3c21d7ad/CL_6.jpg\" data-asset-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" data-image-id=\"96f6de6b-4a5b-4355-972c-4da8ceca1bb1\" alt=\"\"></figure>\n<p>Dit ontwerp wordt vaak gebruikt; daarom kan het worden opgeslagen in de <strong>Connection Library</strong>. Klik op de knop <strong>Publiceren </strong>in het lint. Definieer de naam, het laadtype en<strong> de Connection design set (CDC</strong>) waarin de template wordt opgeslagen. Soorten CDC:</p>\n<ul>\n  <li><strong>Bedrijf </strong>- elke gebruiker met de bedrijfslicentie heeft er toegang toe, terwijl een gebruiker van een ander bedrijf deze ontwerpitems niet kan zien, gebruiken of openen.</li>\n  <li><strong>Persoonlijk </strong>- alleen beschikbaar voor de auteur van het ontwerp.</li>\n</ul>\n<figure data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1163c50d-aa6e-44b0-a194-f7db062bf24a/CL_7.jpg\" data-asset-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" data-image-id=\"9b6161cb-7c8b-48e6-a77f-0e65b4343c58\" alt=\"\"></figure>\n<h2>2 Een template uit de Library toepassen</h2>\n<p>Begin met het verwijderen van de bewerkingen in het model.</p>\n<figure data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6426eb8a-1127-4c87-bd4f-4bde475c48d0/CL_8.jpg\" data-asset-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" data-image-id=\"e6f8aea9-c87a-4219-8542-d5028bdc4980\" alt=\"\"></figure>\n<p>Voeg een extra staaf toe aan het ontwerp.</p>\n<figure data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d742582d-da46-4b76-87c4-659ad4218db7/CL_9.jpg\" data-asset-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" data-image-id=\"b4d248e2-1009-4ca9-94e9-c6fa5c94a19f\" alt=\"\"></figure>\n<p>Laten we nu de Connection Library gebruiken in plaats van de afzonderlijke operaties. Klik op de knop <strong>Voorstel</strong> (Propose) in het lint. Er is geen ontwerp beschikbaar voor de huidige geometrie. Schakel over naar <strong>Selectie</strong> en klik op de<strong> Pijl</strong>.</p>\n<figure data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/928af4f4-f21f-428d-83f8-46f8d3534ecb/CL_10.jpg\" data-asset-id=\"81cebfe1-457b-4604-a467-efccf207313a\" data-image-id=\"81cebfe1-457b-4604-a467-efccf207313a\" alt=\"\"></figure>\n<p>Terwijl u de <strong>Control-toets</strong> op uw toetsenbord ingedrukt houdt, selecteert u de elementen <strong>B</strong> en <strong>C</strong>. Bevestig de selectie door op de Tick-knop te klikken. Er worden geschikte templates getoond voor de geselecteerde geometrie. Beperk de selectie van templates door alleen de ontwerpset <strong>Persoonlijke </strong>aansluiting te selecteren. <strong>Pas</strong> de template <strong>toe</strong>.</p>\n<figure data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b20f087-b64e-425d-8068-b7c980d3b7a4/CL_11.jpg\" data-asset-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" data-image-id=\"d14c0ac8-2e0d-4be5-aaba-89aef1e9dd91\" alt=\"\"></figure>\n<p>Het ontwerp wordt toegepast op het model, precies zoals het is opgeslagen in de Connection Library. Om het ontwerp af te maken, voegt u een individuele bewerking toe voor het diagonale element, aangezien dit niet is opgenomen in de ontwerptemplate.</p>\n<figure data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faf3e40e-95d8-45af-9710-706a1227a4d8/CL_12.jpg\" data-asset-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" data-image-id=\"77d4accc-b64e-432e-99bb-08d22a250c6c\" alt=\"\"></figure>\n<p>Wijzig de bewerking volgens onderstaande afbeelding.</p>\n<figure data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1bda7914-ab36-4cce-92ec-c2cba3e56fa1/CL_13.jpg\" data-asset-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" data-image-id=\"cb8383b8-696d-4da0-9883-22cdad9026a2\" alt=\"\"></figure>\n<p>Bewerk de hoekplaat tot een geschikte vorm in de<a data-item-id=\"748f0c81-c600-50e2-a41e-32e42cf42116\" href=\"\"> <strong>Plate editor</strong></a><strong>.</strong></p>\n<figure data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e521f96-89d0-4834-bf3e-7db8e709869f/CL_14.jpg\" data-asset-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" data-image-id=\"8f33f942-3b43-45e2-ac0f-8455e2b61a83\" alt=\"\"></figure>\n<p>Doe hetzelfde om de hoeken van de <strong>Tongplaat </strong>bij te snijden <strong>.</strong></p>\n<figure data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e957a1d8-481b-4d4c-9731-b8e69e6fccf2/CL_15.jpg\" data-asset-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" data-image-id=\"f930498d-90fb-47f5-8f68-731956a9e14c\" alt=\"\"></figure>\n<p>En het ontwerp is klaar. 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                                    "value": "<p>The scope of this webinar, the pinned anchoring of the main timber frame, was designed back in 2014. The code-check according to Eurocode was performed using the self-made MS Excel spreadsheets and simple paper calculations. With the new feature in IDEA StatiCa 20.0, the design and code-check of timber connections is much easier and provides its native fast optimization capacity.</p>\n<figure data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a027282-afdb-4c2f-af02-404483e6f197/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring5.png\" data-asset-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" data-image-id=\"0a19e10a-b1cf-4d29-a919-d505ebcc29f1\" alt=\"\"></figure>\n<p>The anchoring detail was now remodeled and optimized&nbsp;in IDEA StatiCa Connection resulting in material savings of about 2,000 EUR just for this particular structural detail within the whole project. Do you wonder, how this could be accomplished? Join the Connection Wednesdays webinar and meet the future approach to the design of connections in timber constructions happening today.</p>\n<figure data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8f7f5d78-2b1b-424d-83a8-08b2e88d535f/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.png\" data-asset-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" data-image-id=\"3e78ff11-a113-477b-a2d6-f3fd6eecad07\" alt=\"\"></figure>\n<p>TAROS NOVA a.s. is one of the most creative construction firms with is own design office in the Czech Republic. With the headquarters located in Rožnov pod Radhoštěm under the Beskydy mountains, their engineers focus on timber structures, always keeping in mind the motto „LIFE IS TOO SHORT TO DO WORK THAT IS BORING OR THAT BRINGS NO JOY.“ The specialization of the company is the design and construction of timber, steel, and combined structures, mainly atypical non-conventional challenging buildings and expert consultancy services in timber and structural systems.</p>\n<p>Learn more at <a href=\"http://www.taros-nova.cz/\">http://www.taros-nova.cz/</a></p>\n<figure data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d906f27-3869-482f-8a5f-d67af4bdd21b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%282%29.jpg\" data-asset-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" data-image-id=\"4b7e78da-0f91-4bfc-a56a-66e8b6f33139\" alt=\"\"></figure>\n<p>The Aquarena Elements was designed as a part of the luxury X-BIONIC® resort in Samorin, Slovakia. The whole complex is composed of attractive timber constructions. The swimming pool hall spans over approx. 55 x 37 m with a height of 11 m. The wooden structure consists of twelve main pinned frames of arched shape with a distance of 5 m. Each frame consists of two struts and one rung, which are connected by a semi-rigid joint. Wooden struts are inserted between the frames, which together with the steel rods ensure spatial rigidity.</p>\n<figure data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4833e0f7-3f9e-4100-bfae-17c0f534959b/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring%20%281%29.png\" data-asset-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" data-image-id=\"dcb4653a-9251-458b-bbfe-c541ddea9ecd\" alt=\"\"></figure>\n<h2>Webinar recording</h2>"
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                                                    "value": "<p>De meest voorkomende materiaaldiagrammen die worden gebruikt bij het modelleren van eindige elementen van constructiestaal zijn het ideale plastisch of elastisch model met een bijbehorend spanning-rek diagram. Het werkelijke spanning-rek diagram wordt berekend uit de materiaaleigenschappen van staal bij een omgevingstemperatuur verkregen in trektests. De werkelijke spanning en rek kunnen als volgt worden verkregen:</p>\n<p>\\[ \\sigma_{true}=\\sigma (1 + \\epsilon) \\]</p>\n<p>\\[ \\epsilon_{true}=\\ln (1 + \\epsilon) \\]</p>\n<p>waar&nbsp;<em>σ</em><sub>true</sub> is true stress, <em>ε</em><sub>true</sub> true strain, <em>σ</em> engineering spanning, and <em>ε</em> engineering rek.</p>\n<p>De platen in IDEA StatiCa Connection zijn gemodelleerd met elastisch-plastisch materiaal &nbsp;volgens&nbsp;</p>\n<p>EN1993-1-5, Par. C.6, (2), tan<sup>-1</sup> (<em>E</em>/1000). Het materiaalgedrag is gebaseerd op het von Mises vloeicriterium. Aangenomen wordt dat het elastisch is voordat de ontwerpvloeigrens wordt bereikt, <em>f</em><sub>yd</sub>.</p>\n<p>Het uiterste grenstoestand criterium voor gebieden die niet vatbaar zijn voor knik, is het bereiken van de grenswaarde van de rek. De waarde van 5% wordt aanbevolen ( EN1993-1-5, App. C, Par. C.8, Note 1).</p>\n<figure data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e614341-aaae-4910-8951-e06b88bee777/Structural%20design%20of%20a%20steel%20connection%20-%20Material%20diagrams%20of%20steel%20in%20numerical%20models.png\" data-asset-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" data-image-id=\"717192f9-e565-4a12-883f-42d0072c19ea\" alt=\"spannings-rek diagram van materiaal model in CBFEM IDEA CONNECTION\"></figure>\n<p><em>Materiaal diagram of steel in numerical models</em></p>\n<p>De grenswaarde van plastische rek wordt vaak besproken. In feite heeft de uiteindelijke belasting een lage gevoeligheid voor de grenswaarde van plastische rek wanneer het ideale plastisch model wordt gebruikt. Het wordt gedemonstreerd in het volgende voorbeeld van een ligger-kolomverbinding. Een IPE 180 is verbonden met HEB 300 en belast door een buigend moment. De invloed van de grenswaarde van plastische rek op de weerstand van de balk wordt weergegeven in de volgende afbeelding. De limiet plastische rek verandert van 2% naar 8%, maar de verandering in momentweerstand is minder dan 4%.</p>\n<figure data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a8534ead-a79c-483d-ae11-2d404c1d412a/Loads_Stress_Strain.png\" data-asset-id=\"dfd68e37-fcac-4680-bf75-311501445825\" data-image-id=\"dfd68e37-fcac-4680-bf75-311501445825\" alt=\"knoopbelasting, spanningsweergave in platen en rekweergave in IDEA CONNECTION\"></figure>\n<p><em>Een voorbeeld van voorspelling de UGT van een ligger-kolom verbinding in staal&nbsp;</em></p>\n<figure data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aed18cbc-9028-4cf1-bd0d-9b5ec0b036a0/plastic_strain-resistance.png\" data-asset-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" data-image-id=\"855c10c3-0722-42a1-9f3f-7db1f59f67c3\" alt=\"Plastiche rek weerstand van de verbinding in IDEA CONNECTION\"></figure>\n<p><em>De invloed van de limiet waarde van plastische rek op het momentweerstand</em></p>"
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                                                    "value": "<p>Een toename van het aantal elementen levert nauwkeurigere resultaten op, maar dat gaat ten koste van de rekenkracht.</p>\n<h4>Plaatmodel</h4>\n<p>Shell-elementen worden aanbevolen voor het modelleren van platen in de FEA van structurele verbindingen. Er worden vierhoekige shell-elementen met 4 knopen en knopen op de hoeken toegepast. Zes vrijheidsgraden worden beschouwd in elk knoop: 3 verplaatsingen (<em>u</em><sub>x</sub>, <em>u</em><sub>y</sub>, <em>u</em><sub>z</sub>) en 3 rotaties (<em>φ</em><sub>x</sub>, <em>φ</em><sub>y</sub>, <em>φ</em><sub>z</sub>). Vervormingen van het element worden verdeeld in de membraan- en de buigcomponenten.</p>\n<p>De formulering van het membraangedrag is gebaseerd op het werk van Ibrahimbegovic (1990). Rotaties loodrecht op het vlak van het element worden in rekening gebracht. Er wordt een volledige 3D-formulering van het element gegeven. In de formulering van het buiggedrag van een element op basis van de Mindlin-hypothese wordt rekening gehouden met afschuivingsvervormingen uit-het-vlak. Onze eigen gestabiliseerde variant van Mindlin vierplaatelement met constant afschuifvervorming langs de rand wordt toegepast. De elementen zijn geïnspireerd door MITC4-elementen; zie Dvorkin (1984). De shell wordt verdeeld in vijf integratielagen door de dikte van de plaat in elk integratiepunt en het plastisch gedrag wordt in elk punt geanalyseerd. Dit wordt Gauss-Lobatto integratie genoemd. De niet-lineaire elastisch-plastische fase van het materiaal wordt in elke laag geanalyseerd op basis van de bekende spanningen. Er worden alleen de maximale spanningen en vervormingen van alle lagen getoond.</p>\n<h4>Netconvergentie</h4>\n<p>Er bestaan enkele criteria voor het genereren van de mesh in het verbindingsmodel. De verbindingscontrole moet onafhankelijk zijn van de elementgrootte. Netgeneratie op een afzonderlijke plaat is probleemloos. Er moet aandacht besteed worden aan complexe geometrieën zoals verstijfde panelen, T-stuiken en voetplaten. Voor gecompliceerde geometrieën moet de gevoeligheidsanalyse met betrekking tot net-discretisatie worden uitgevoerd.</p>\n<p>Alle platen van een liggerdoorsnede hebben een gemeenschappelijke opdeling in elementen. De grootte van de gegenereerde eindige elementen is beperkt. De minimale elementgrootte is ingesteld op 10 mm en de maximale elementgrootte op 50 mm (kan worden ingesteld in Norminstelling). Netten op flenzen en lijven zijn onafhankelijk van elkaar. Het standaard aantal eindige elementen is ingesteld op 8 elementen per doorsnedehoogte zoals weergegeven in de volgende figuur. De gebruiker kan de standaardwaarden wijzigen in Norminstelling.</p>\n<figure data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82635179-c288-44ba-bf8d-c12b80a32766/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence.png\" data-asset-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" data-image-id=\"56b04327-298f-4d82-9f7d-0c066664772c\" alt=\"\"></figure>\n<p><em>De mesh op een ligger met beperkingen tussen het lijf en de flensplaat</em></p>\n<p>De mesh van de kopplaten is afzonderlijk en onafhankelijk van andere verbindingsdelen. De standaard eindige-elementengrootte is ingesteld op 16 elementen per doorsnedehoogte zoals weergegeven in de figuur.</p>\n<figure data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f71beb4-9fd6-4517-b069-6905b8176a8a/plate_mesh.png\" data-asset-id=\"8d24be01-1329-41ea-8233-9de761728436\" data-image-id=\"8d24be01-1329-41ea-8233-9de761728436\" alt=\"\"></figure>\n<p><em>De mesh op een kopplaat met 7 elementen langs de breedte</em></p>\n<p>Het volgende voorbeeld van een verbinding tussen ligger en kolom toont de invloed van de netwijdte op de momentweerstand. Een open doorsnede ligger IPE 220 is verbonden met een open doorsnede kolom HEA 200 en belast met een buigmoment zoals weergegeven in de volgende figuur. De kritische component is het kolompaneel in afschuiving. Het aantal eindige elementen langs de doorsnedehoogte varieert van 4 tot 40 en de resultaten worden vergeleken. Stippellijnen geven de 5%, 10% en 15% verschillen weer. Het wordt aanbevolen om de doorsnedehoogte onder te verdelen in 8 elementen.</p>\n<figure data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d5bcfb21-1bf5-4c38-9d34-8e4ffe398738/beam_to_column.png\" data-asset-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" data-image-id=\"d7f4071e-0e80-460f-8d61-f7e271cbb6a0\" alt=\"\"></figure>\n<p><em>Een balk-kolom verbindingsmodel en plastische vervormingen bij uiterste grenstoestand</em></p>\n<figure data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/601738d5-2a76-4d40-97f7-722342d6d256/mesh_influence.png\" data-asset-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" data-image-id=\"80bf0274-5a14-4471-90af-93f56fc0a914\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de momentweerstand</em></p>\n<p>Er wordt een gevoeligheidsstudie van de mesh van een slanke samengedrukte verstijver van een kolom lijfpaneel gepresenteerd. Het aantal elementen langs de breedte van de verstijver varieert van 4 tot 20. De eerste knikmodus en de invloed van een aantal elementen op de knikweerstand en de kritische belasting worden weergegeven in de volgende figuur. Er wordt het verschil van 5% en 10% weergegeven. Het wordt aanbevolen om 8 elementen langs de verstijversbreedte te gebruiken.</p>\n<figure data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6c4099f-4691-4820-8691-8335303b111e/buckling_mesh.png\" data-asset-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" data-image-id=\"79630fed-3e60-44f9-bd9c-c9d2d47ffaf8\" alt=\"\"></figure>\n<p><em>De eerste knikmodus en de invloed van het aantal elementen langs de verstijver op de momentweerstand</em></p>\n<p>Er wordt een meshgevoeligheidsstudie van een T-stuik op trek voorgesteld. De helft van de flensbreedte is onderverdeeld in 8 tot 40 elementen en de minimale elementgrootte is ingesteld op 1 mm. De invloed van het aantal elementen op de weerstand van de T-stuik wordt getoond in de volgende figuur. De stippellijnen geven het verschil van 5%, 10% en 15% weer. Het wordt aanbevolen om 16 elementen te gebruiken op de helft van de flensbreedte.</p>\n<figure data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05531827-8853-4859-ac6a-0de511100185/T-stub-mesh.png\" data-asset-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" data-image-id=\"bd5d475b-5787-403f-886a-685e33f1be9d\" alt=\"\"></figure>\n<p><em>De invloed van het aantal elementen op de T-stuikweerstand</em></p>"
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                                                            "value": "<p>De standaard penaltymethode wordt aanbevolen voor het modelleren van contact tussen platen. Wanneer er een doordringing van een knoop in een tegenoverliggend contactoppervlak wordt gedetecteerd, wordt er penaltystijfheid toegevoegd tussen de knoop en de tegenoverliggende plaat. De penaltystijfheid wordt gecontroleerd door een heuristisch algoritme tijdens de niet-lineaire iteratie om een betere convergentie te krijgen. De oplosser detecteert automatisch het doordringingspunt en lost de contactkrachtverdeling op tussen de doorgedrongen knoop en knopen op de tegenoverliggende plaat. Dat maakt het mogelijk om contact te maken tussen verschillende netten. Het voordeel van de penaltymethode is de automatische opbouw van het model. Het contact tussen de platen heeft een grote invloed op de herverdeling van krachten in de verbinding.</p>\n<figure data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1c19e97-c73b-4e5c-b40e-1655f9e9d1d3/Structural%20design%20of%20a%20steel%20connection%20-%20Contacts%20between%20plates.png\" data-asset-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" data-image-id=\"636a0d8a-150f-43a6-89a2-fc32d594385b\" alt=\"\"></figure>\n<p><em>Een voorbeeld van het scheiden van platen in contact tussen het lijf en de flenzen van twee overlappende gordingen met Z-profielen</em></p>\n<p>Het is mogelijk om contact toe te voegen tussen</p>\n<ul>\n  <li>twee oppervlakken,</li>\n  <li>twee randen,</li>\n  <li>rand en oppervlak.</li>\n</ul>\n<figure data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02e3e1c2-223a-4a9f-800d-935e7b3dac76/edge-to-edge-contact.png\" data-asset-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" data-image-id=\"8ec0bea6-f990-4e43-81bf-a34c76e6dc74\" alt=\"\"></figure>\n<p><em>Een voorbeeld van rand-op-rand contact tussen de zitting en de kopplaat</em></p>\n<figure data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/02d6ce4a-86b1-4eac-9525-c59772b520e3/edge-to-surface-contact.png\" data-asset-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" data-image-id=\"e47c299b-4acd-4b1f-bfa6-ef1fd1d972ca\" alt=\"\"></figure>\n<p><em>Een voorbeeld van contact van rand-op-oppervlak tussen de onderste flens van de ligger en de kolomflens</em></p>\n<p>De <a data-item-id=\"22ff0f4a-a6f0-4086-bc4c-ed49f4aa86e2\" href=\"\">spanningen in contacten</a> kunnen gevisualiseerd worden en de waarden worden weergegeven in de controletabel van platen. De contactspanningen zijn echter alleen informatief en worden in geen enkele controle gebruikt. Ook wordt er geen rekening gehouden met de spanning door de dikte van schaalelementen.</p>\n<figure data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3762ca8b-a140-47c8-a32e-3e2db2d6ca4d/contacts.png\" data-asset-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" data-image-id=\"c159e0e3-13d4-46a1-8c23-e93ae0d81678\" alt=\"\"></figure>"
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                                                                    "value": "<p>Er bestaan verschillende opties om lassen te benaderen in numerieke modellen. De grote vervormingen maken de mechanische analyse complexer en het is mogelijk om verschillende mesh-beschrijvingen, verschillende kinetische en kinematische variabelen en constitutieve modellen te gebruiken. Over het algemeen worden de verschillende soorten geometrische 2D- en 3D-modellen en daarmee eindige elementen met hun toepasbaarheid voor verschillende nauwkeurigheidsniveaus gebruikt. Het meest gebruikte materiaalmodel is het gebruikelijke plasticiteitsmodel op basis van het von Mises-vloeicriterium. Er worden twee benaderingen beschreven die voor lassen worden gebruikt. Restspanning en vervorming veroorzaakt door lassen worden niet verondersteld in het ontwerpmodel.</p>\n<p>De belasting wordt overgedragen via kracht-vervormingsbeperkingen op basis van de Lagrangiaanse formulering op de tegenoverliggende plaat. De verbinding wordt multi-point constraint (MPC) genoemd en relateert de eindige-elementknooppunten van de ene plaatrand aan de andere. De eindige elementen knooppunten zijn niet direct verbonden. Het voordeel van deze aanpak is de mogelijkheid om EE_netten met verschillende dichtheden te verbinden. De constraint maakt het mogelijk om het middenlijnoppervlak van de verbonden platen te modelleren met de offset, waarbij de werkelijke lasconfiguratie en lasdikte worden gerespecteerd. De belastingsverdeling in de las wordt afgeleid van de MPC, dus de spanningen worden berekend in het keelgedeelte. Dit is belangrijk voor de spanningsverdeling in de plaat onder de las en voor het modelleren van T-stubs.</p>\n<h4>Plastische herverdeling van spanningen in lassen</h4>\n<p>Het model met alleen multi-point constraints houdt geen rekening met de stijfheid van de las en de spanningsverdeling is conservatief. Spanningspieken die verschijnen aan het einde van plaatranden, in hoeken en afrondingen, bepalen de weerstand over de gehele lengte van de las. Om dit effect te elimineren, wordt tussen de platen een speciaal elastoplastisch element toegevoegd. Het element respecteert de dikte, positie en oriëntatie van de lasnaad. Het equivalente laslichaam wordt ingevoegd met de bijbehorende lasafmetingen. De niet-lineaire materiaalanalyse wordt toegepast en het elastoplastische gedrag in een gelijkwaardige lasmassa wordt bepaald. De plasticiteitstoestand wordt geregeld door spanningen in de lasdoorsnede. De spanningspieken worden herverdeeld over het langere deel van de laslengte.</p>\n<p>Het elastoplastische model van lassen geeft echte spanningswaarden en het is niet nodig om de spanning te middelen of te interpoleren. Berekende waarden bij het meest belaste laselement worden direct gebruikt voor controles van de las. Op deze manier is het niet nodig om de weerstand van <em>multi-oriented</em> lassen, lassen aan niet-verstijfde flenzen of lange lassen te verminderen.</p>\n<figure data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0bd27c97-ebab-4887-9fc1-d9027cdf3df8/Structural%20design%20of%20a%20steel%20connection%20-%20Welds.png\" data-asset-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" data-image-id=\"4a260917-112f-4e2a-9d28-8da1b16a76df\" alt=\"Lasmodel van Lasdefinitie in van elastoplastich materiaal in IDEA CONNECTION\"></figure>\n<p><em>Constraint tussen laselement en netknooppunten</em></p>\n<p>Algemene lassen kunnen, terwijl ze plastische herverdeling gebruiken, worden ingesteld als continu, gedeeltelijk en onderbroken. Doorlopende lassen zijn over de gehele lengte van de rand, gedeeltelijk stelt de gebruiker in staat om offsets van beide kanten van de rand in te stellen, en onderbroken lassen kunnen bovendien worden ingesteld met een ingestelde lengte en een opening.</p>"
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                                            "value": "<h2><br></h2>\n<h2>Inleiding tot de CBFEM-methode</h2>\n<p><a href=\"#general-introduction\">Algemene inleiding voor het structureel ontwerp van staalverbinding</a><br>\n<a href=\"#Steel-connection-material-model\">Staalverbinding Materiaal model</a><br>\n<a href=\"#Plate-model-and-mesh-convergence\">Plaatmodel en netconvergentie</a><br>\n<a href=\"#Contacts-between-steel-connection-plates\">Contacten tussen stalen verbindingsplaten</a><br>\n<a href=\"#Welded connections analysis\">Lassen</a><br>\n<a href=\"#Bolts and preloaded bolts connections\">Bouten en voorgespannen boutverbindingen</a><br>\n<a href=\"#Anchor_bolts\">Ankerbouten</a><br>\n<a href=\"#Structural model of a concrete block\">Betonblok</a></p>\n<h2>Analysemodel van IDEA StatiCa</h2>\n<p><a href=\"#Steel joint analysis model\">Rekenmodel voor staalverbinding</a><br>\n<a href=\"#Node equilibrium in the 3D FEM model\">Knoopevenwicht in het 3D FEM-model</a><a 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                    "value": "<p><strong>Steel-to-timber connection&nbsp;</strong>design is another step of enabling users to design and code-check various types of connections and members from multiple materials.</p>\n<figure data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83b44b4b-4e4c-4f03-896c-e25d2de684d2/Timber2.PNG\" data-asset-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" data-image-id=\"adafd49a-b073-4d37-827c-2550757e2c6c\" alt=\"\"></figure>\n<p><em>Example of steel-to-timber connections</em></p>\n<p>Results on the <strong>connecting steel plates</strong> can be obtained. Code checks for the steel plates are available according to the chosen code. Code checks of timber members, bolts, and dowels are not delivered and must be performed by a third-party application. On the other hand, IDEA StatiCa Connection application delivers acting shear and tension forces on each bolt or dowel for the precise manual code-check.</p>\n<p>See also the <a data-item-id=\"c16f8cbb-a469-4c46-ac70-2090e054fcf1\" href=\"\">Theoretical Background article about Steel-to-timber joints</a>.</p>\n<figure data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/843342b7-3dce-40ad-8626-fea6ec896f60/steel-to-timber%20code-check.png\" data-asset-id=\"e784745b-8e33-461b-b15b-dad47606d614\" data-image-id=\"e784745b-8e33-461b-b15b-dad47606d614\" alt=\"\"></figure>\n<h3>Templates and manufacturing operations</h3>\n<p>Two new manufacturing operations were implemented for timber members – Gusset plate and Connecting plate. Users can make the selection in the Manufacturing operations menu.</p>\n<figure data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f495321-54ef-48b6-9e81-a2dcce7139b6/TimberManufacturingOperations.png\" data-asset-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" data-image-id=\"cf705dff-df2c-4766-90a1-d6f330fe493a\" alt=\"\"></figure>\n<p><em>Gusset plate and Connecting plate for timber members manufacturing operations</em></p>\n<p><br></p>\n<p>To help you with designing of steel-to-timber connections, new templates were added to the application wizard.</p>\n<figure data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc200967-1222-4d39-a79e-0471b11b62a0/Timber_wizard.png\" data-asset-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" data-image-id=\"397dd720-98b3-479a-abe2-537b55c884e6\" alt=\"\"></figure>\n<p><em>Steel-to-timber connection templates</em></p>\n<h3>Updates of the feature</h3>\n<p>Timber connections check was implemented in&nbsp;IDEA StatiCa version 20.0.</p>\n<p>Since 22.0.1 patch, it has been possible to see the resultant grain angle for the bolt check. See the dedicated <a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Release Notes 22.1 article</a>.</p>\n<figure data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcb389d3-f3bc-44ad-a7b5-da46852c5f0a/TimberAngles.png\" data-asset-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" data-image-id=\"1639c709-2c90-40ae-9dc9-099c244779aa\" alt=\"\"></figure>\n<p>Since 23.0.1 patch, the warning has been displayed to emphasize that the bolts going through the timber member are not checked (in the 3D scene and in Report).</p>\n<figure data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0774a5ce-0efc-491c-9bd6-b5e8d0e2a229/Timber%20warning%2023-0.png\" data-asset-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" data-image-id=\"944f89ff-6de2-4ddd-a880-e000e29c0474\" alt=\"Timber warning in 23.0.1\"></figure>\n<p>This feature is available for the <strong>Enhanced</strong> version of IDEA StatiCa Steel.</p>\n<h3>Webinars and other resources</h3>\n<p>Check out the possibilities of the timber connections check in practice in the recording of the <a data-item-id=\"b57ff28d-bfd1-40a5-bd3a-081042f90081\" href=\"\">Connection Wednesdays - Optimization of timber column anchoring</a> webinar.</p>\n<figure data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bc92f8a6-c95d-4d5b-945a-4cad2c7f07c7/2020-09-09%20Connection%20Wednesdays%20-%20Optimization%20of%20timber%20column%20anchoring.png\" data-asset-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" data-image-id=\"02008f76-2a47-4cbc-9d36-4b452d9939f5\" alt=\"\"></figure>\n<p>In our blog, you can read an article about <a data-item-id=\"d8e3456b-1ac7-4a63-9eed-1a60eea8542e\" href=\"\">Designing steel-to-timber connections</a> from July 2020.</p>\n<p>Take a look at the case study of a <a data-item-id=\"b016f9ce-4868-4abd-be3e-8c94465267d0\" href=\"\">Family home in Massachusetts</a> done by our customer - the CRAFT Engineers.</p>\n<figure data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d77dda04-b786-40ad-8696-3b7b35eca684/Steel%20to%20timber%20connection.jpg\" data-asset-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" data-image-id=\"65e75ec6-9518-4a30-bd03-0085c18b0f0f\" alt=\"Family home in Massachusetts\"></figure>\n<figure data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5e277b9-b347-4bbd-9c3c-04ae623d796f/Family%20Home%20in%20Massachusetts%204.jpg\" data-asset-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" data-image-id=\"d8a5ec60-001c-4cc5-85a4-a7a17f3fb457\" alt=\"\"></figure>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef2a0e0_b878_01b2_1668_5489fe50626f\"></object>"
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                            "value": "<p>Type of connection: Double angle cleat connection</p>\n<p>Unit system:&nbsp;Metric</p>\n<p>Designed acc. to:&nbsp;AS 4100</p>\n<p>Investigated: Bolts, base metal</p>\n<p>Plate material:&nbsp;Grade 300</p>\n<p>Bolts: M20 Grade 8.8</p>\n<p>Example taken from:&nbsp;B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1</p>\n<h2>Geometry</h2>\n<p>Beam UB 406×178×60 is connected to column UC 254×254×89 by two angles L100×6.</p>\n<figure data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ac390b5-7d26-47e0-bc8f-d452cd8bbd6e/DACC1.png\" data-asset-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" data-image-id=\"739b038b-e001-46d2-9b14-34dd30946a33\" alt=\"Double angle cleat connection\"></figure>\n<p>M20 bolts grade 8.8 are selected with the pitch of 70&nbsp;mm.</p>\n<h2>Applied load</h2>\n<p>The beam is loaded by shear force 190 kN. To be conservative, for the design of bolts at the beam web, the shear force should be at the position of the column face so that the group of bolts is loaded also by bending moment – select forces in position 130 mm. For the design of angles and the group of bolts at the column face, the shear force should be applied at the position of centre of gravity of the bolts at the beam web – select forces in bolts.</p>\n<figure data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/479452e0-16b2-42b4-8ef9-911f209cdbb8/DACC3.png\" data-asset-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" data-image-id=\"31f3214d-74de-4ce4-b6a7-8d3e9d58213d\" alt=\"\"></figure>\n<h2>Comparison between manual calculation and IDEA StatiCa</h2>\n<p>The results of B. Kirke, I.H. Al-Jamel.&nbsp;<em>Steel Structures:&nbsp;Design Manual To AS&nbsp;4100</em>, 2004 – Chapter 9.4.1.1 are used as manual calculation.</p>\n<h3>Connection of web of beam</h3>\n<p>The group of bolts are loaded by the shear force 190 kN and bending moment resulting from the distance between the applied load at the face of the column and the centre of gravity of the bolt group at the beam web, 190 kN × 65 mm = 12.35 kNm. The maximum force in bolt was calculated as 71.1 kN. Results of IDEA is in the figure below. The arrows show the reaction of the plate on the bolt force.</p>\n<figure data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f711c7b-28a5-45eb-b89d-742b6fa1e604/DACC5.png\" data-asset-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" data-image-id=\"5796395a-b10a-4631-ad87-60784bd99f1b\" alt=\"\"></figure>\n<p>The maximum force is in the bolt B4, each shear plane transfers 36.3 kN, i.e. the whole bolt transfers 2 × 36.3 = 72.6&nbsp;kN, which closely coincides with the manual calculation.</p>\n<p>The bolt resistances use formulas from AS&nbsp;4100 so that they coincide perfectly, e.g. the bolt shear resistance check (each shear plane is checked separately):</p>\n<figure data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39290085-2dcc-4244-8fa7-533b3e4293fe/DACC7.png\" data-asset-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" data-image-id=\"e91ee787-9d17-4842-91b7-2cc0c7bbf33d\" alt=\"\"></figure>\n<p>The tearing resistances in manual calculation divides the shear force into components in directions directly towards the ply edge. On the other hand, IDEA&nbsp;StatiCa uses the direction of the vector in the formula. Only the most decisive check is shown for each bolt.</p>\n<p>Bolts in IDEA&nbsp;StatiCa are loaded also by small tensile forces due to the deformation of plates. These forces are neglected in manual calculation.</p>\n<h3>Connection to column flange</h3>\n<p>For the check of bolts at the column flange, the force is applied at the centre of gravity of bolts at the beam web. The bolts are loaded by significant tensile force and this is also decisive for the deformation of the angles. Plastic strain is shown in the figure below. The limit plastic strain is 5&nbsp;% according to European code EN&nbsp;1993-1-5.</p>\n<figure data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298b02d5-4d23-4a92-bf61-e03b40b1db8a/DACC8.png\" data-asset-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" data-image-id=\"8120f38d-3107-48a6-b6cb-158c1ff4c4e3\" alt=\"\"></figure>\n<p>The maximal tensile force is in the upper row of bolts, B8 and B12. Notice the decrease in shear forces of bolts B1–B4 which are loaded only by the shear force and no bending moment. The shear forces in bolts B5–B12 are higher than according to manual calculation: <em>V</em><sub>f</sub>*&nbsp;=&nbsp;190&nbsp;/&nbsp;8 = 23.75&nbsp;kN. This difference is caused by significant deformation of the angles, which also causes the inclination of shear forces.</p>\n<figure data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49ee0daf-3881-4e1c-aa2f-bee9e373409b/DACC9.png\" data-asset-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" data-image-id=\"f943f443-7d52-4ed4-81e2-54d5c6671181\" alt=\"\"></figure>\n<h2>Joint design resistance</h2>\n<p>The reserve in the load resistance can be seen by the joint design resistance type of analysis. Due to the yielding of angles, the reserve is low. The joint would fail at load factor 103.4&nbsp;%, i.e. shear force <em>V</em><sub>f</sub>*&nbsp;=&nbsp;196.5&nbsp;kN.</p>\n<figure data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6652ef2-b631-4e70-a6e7-7e93ceeb87d3/DACC11.png\" data-asset-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" data-image-id=\"0aa1084b-f2ec-4809-a459-5874cb588350\" alt=\"\"></figure>\n<h2>Stiffness</h2>\n<p>The stiffness of the connection can be determined by setting the type of analysis to \"Stiffness\", setting the beam as the analyzed member, and setting the correct \"Theoretical length\" of analyzed member (usually the beam span, centre to centre of columns). The software calculates the secant stiffness at the set load and the initial stiffness at 2/3 <em>M</em><sub>j,Rd</sub>, up to which the moment–rotation diagram is assumed linear. The joint is classified according to the initial stiffness <em>S</em><sub>j,ini</sub>.</p>\n<figure data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/39942005-1687-4bfe-8fa4-06d54afa0d1e/DACC12.png\" data-asset-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" data-image-id=\"ee99f873-2edf-4ca4-a772-64fcf5828730\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>IDEA&nbsp;StatiCa Connection provides similar results to the manual calculation. It requires engineering judgement in determining the position of shear load but all checks are performed quickly and automatically. The forces in bolts are affected by the deformation of plates and the difference may be significant if plates are yielding. 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                            "value": "<h2>Cleat manufacturing operation improvements&nbsp;</h2>\n<p>Cleat connections are popular among designers and engineers for their versatility. There are basically two main improvements in designing of members connected by a cleat. Both are very popular mainly in the US market.&nbsp;</p>\n<ul>\n  <li>Any two perpendicular general plates cutting&nbsp;each other can be now connected by a cleat. The same is operation is valid for connecting any general plate with a member plate.</li>\n  <li>T-stub cross-section can be used to replace L-shapes in the Cleat manufacturing operation or to connect flanges and webs. Thanks to this, bolted connection types can now be designed faster.</li>\n</ul>\n<figure data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ce94407-6f7a-4433-818e-d5a30041d3fd/cleat%20manufacturing%20operations.png\" data-asset-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" data-image-id=\"30fbaafa-098b-4741-9a59-def1ae83e474\" alt=\"\"></figure>\n<p>Find out more about the cleat manufacturing operations in our <a data-item-id=\"d38df616-7e67-455d-b55c-47f08803f008\" href=\"\">Knowledge base</a>.</p>\n<h2>Notch on a member</h2>\n<p>The notch on a member is another improvement added manufacturing operation added to version 20.&nbsp;</p>\n<p>In the past, when you came across a case of the members' clash, the opening-notches had to be defined manually by the Opening manufacturing operation on the member flanges. This situation was causing an increased quantity of manufacturing operations.&nbsp;</p>\n<p>From now on, the feature Notch can be used whenever it is needed to avoid clashes between column-beam or beam-beam. This feature is implemented to Manufacturing operations End plate, Fin plate, Cleat.</p>\n<figure data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e24b565e-edee-4c85-b5e9-0c15d5e557a6/Notch%20on%20a%20member_MainPicture.png\" data-asset-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" data-image-id=\"7f516587-44d1-4c01-a0a2-c5f1bcc5e118\" alt=\"Notch on a member\"></figure>\n<p>Find out more about this manufacturing operation in our <a data-item-id=\"f38f8b37-9823-4fe2-81fc-821864469902\" href=\"\">Knowledge base</a>.</p>\n<p>Both above-mentioned improvements are available for the&nbsp;<strong>Expert</strong>&nbsp;and&nbsp;<strong>Enhanced</strong>&nbsp;version of IDEA StatiCa Steel.&nbsp;</p>\n<h2>More about IDEA StatiCa version 20</h2>\n<p>The new version of IDEA StatiCa is the biggest implementation of customer feedback and wishes we have had in years.&nbsp;</p>\n<p>Except for the new online licensing system, version 20 brought a vast amount on improvements for steel connection design. Besides the manufacturing improvements, you can enjoy about&nbsp;<a href=\"\" data-item-id=\"0f93d36d-3e6b-41a8-af16-f25bad7d3811\">110 new connection templates added to the starting wizard</a>, brand new&nbsp;<a href=\"\" data-item-id=\"7e1fa301-759e-4141-933e-ec6eaff7c918\">steel-to-timber connections</a>, or usability improvements thanks to the&nbsp;<a href=\"\" data-item-id=\"71d5abf9-fbb5-419d-94bd-c2752edf272a\">cross-section library favorites</a>.&nbsp;</p>\n<p>We continue with spreading IDEA StatiCa to new regions, that is why the Indian and Hong Kong codes were added to the growing list of supported codes.&nbsp;</p>\n<p>Would you like to see more of the new features?&nbsp;<a href=\"\" data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\">Read full release notes for Steel&nbsp;</a>or even better – watch the recording of&nbsp;<strong>version 20 introduction webinar</strong>:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b59f3caf_e9dd_0174_46e3_00365feafa04\"></object>"
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                            "value": "<p><em>Note: Connection Browser was renamed to </em><em><strong>Connection Library</strong></em><em> with version 23.0 (April, 2023).</em></p>\n<p>In this webinar, we will show you some of the frequently asked questions about modeling in IDEA StatiCa. During the session 15 modeling tips within different operations (stiffening plate, gusset, cleat, bolt, etc.) will be shared.</p>\n<p>We will also talk about loading position and model type. We will finish up with some Q&amp;A from the audience.</p>\n<p><a data-asset-id=\"523bcec3-0171-498f-8aed-a3395e0145f4\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcfde793-35dc-4f1f-b5cd-a021a94f4348/Modeling%20tips%20and%20tricks%20PDF.pdf\">Presentation PDF</a></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7cf90cca_547b_013d_c6ce_c05165676a8f\"></object>\n<p>Here you can see a summary of what was shared in the webinar, we prepared all the tips with screenshots and steps to follow:</p>\n<h2>1. Avoid using offsets</h2>\n<p>The use of offsets should be avoided as they can lead to eccentricities which can produce an extra moment once loads are applied.</p>\n<figure data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/459229b7-28e7-4b89-a3de-d6bbed0e239b/Ofsset%201.jpg\" data-asset-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" data-image-id=\"40b28877-db96-4c52-a7cf-3c9146887af0\" alt=\"\"></figure>\n<h2>2. Use operations instead of offsets</h2>\n<p>Some operations (such as shear tab, cleat, end plate, etc.) include the cut operation by default. However, sometimes you need to add a <strong>member cut operation</strong> before applying the mentioned operations.</p>\n<p>Also, there is the option to use <strong>align plates</strong> and locate a member without using offsets, for example, when you have beam to beam joint or 2 different height beams connected to the column.</p>\n<figure data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c65e39ef-8ffa-4c73-8c80-095f9af55bb5/Cut%20operation%20Column.jpg\" data-asset-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" data-image-id=\"c4145f38-b3d9-4f24-a1f1-8265fbbfea96\" alt=\"\"></figure>\n<figure data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/744be5b2-2a0a-495a-a892-6c18316c5bfc/Align%20plates.jpg\" data-asset-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" data-image-id=\"e6432b15-1d0e-4f18-892e-fb315f24e069\" alt=\"\"></figure>\n<figure data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea9dad7e-f23a-4979-b322-b0622b8dd3f2/Aligned%20plates%202.jpg\" data-asset-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" data-image-id=\"e55e6b53-054c-43c1-b1d3-6bdfef8361aa\" alt=\"\"></figure>\n<h2>3. Model type selection</h2>\n<p>This is a frequent question, which model type should be used for selected members? That means what forces the member is transferring to the system/node and what are their boundary conditions:</p>\n<ul>\n  <li>Fully fixed member - <strong>N-Vy-Vz-Mx-My-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d6526e53-5958-4552-b990-d6e7364e1562/Fullyfized.jpg\" data-asset-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" data-image-id=\"07ec64f5-1401-49f7-969b-ec2785620b6e\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in strong strong axis - <strong>N-Vz-My</strong></li>\n</ul>\n<figure data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6cb2913d-d429-427a-9f4f-34e156d2bfb5/strong.jpg\" data-asset-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" data-image-id=\"e4b34d19-cefe-47ff-86e7-8d4890cd98c7\" alt=\"\"></figure>\n<ul>\n  <li>Fixed in weak axis - <strong>N-Vy-Mz</strong></li>\n</ul>\n<figure data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4de3c5f1-cda2-4db5-b816-977cef7dcc4c/weak.jpg\" data-asset-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" data-image-id=\"8f3cdb77-1ee0-4008-b293-3692b11935d2\" alt=\"\"></figure>\n<ul>\n  <li>Pinned <strong>N-Vy-Vz&nbsp;</strong></li>\n</ul>\n<figure data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/feb60f69-da5e-470a-9d92-22b008079067/Pinned.jpg\" data-asset-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" data-image-id=\"4dc7f9a0-adea-4531-b69d-2847ba13ec1c\" alt=\"\"></figure>\n<h2>4. Using a dxf to create plate geometry</h2>\n<p>When creating a new plate, IDEA StatiCa has the option to bring a design from a <strong>DXF drawing</strong>, following the next instructions the feature can be tested:</p>\n<figure data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b47bcff3-c89e-41ed-a762-e00ad43aaf8b/DXF%20Drawing2.jpg\" data-asset-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" data-image-id=\"7174c2f7-2bba-489d-86ad-47e80e43d0ea\" alt=\"\"></figure>\n<h2>5. Applying gusset plate operation to an existing plate</h2>\n<p>When using a gusset plate operation, the operation itself can create a new plate, but if there is the case that the plate is already in the model, the option of the <strong>existing plate</strong> in the model.</p>\n<figure data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2181b853-4b15-4274-837b-0a83ac7e2e31/Gusset%20operation%20-%20existing%20plate.jpg\" data-asset-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" data-image-id=\"6d09e507-57af-4387-a11f-5d8b3452688d\" alt=\"\"></figure>\n<h2>6. Using doublers for other situations</h2>\n<p>Stiffening plates can have its origin from the node, member, or plate. The Doubler option helps to locate a new stiffening plate from the face of selected plate. This feature should be used to model <strong>filler plates</strong>, and a <strong>shear plate</strong> from a gusset plate.</p>\n<figure data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb7d686a-45e9-4200-aa6e-4e435e70be8c/Filler%20plate-doubles.jpg\" data-asset-id=\"81031dd8-9448-4911-95ec-9753a11925db\" data-image-id=\"81031dd8-9448-4911-95ec-9753a11925db\" alt=\"\"></figure>\n<figure data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dcdb94fe-ff7e-4abd-9641-d2b4d550e6d6/Shear%20plate%20to%20gusset.jpg\" data-asset-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" data-image-id=\"ccaceafc-5660-4f94-938c-857fdc004b09\" alt=\"\"></figure>\n<h2>7. Start with larger than required plate size and use plate cut operation to align with members, etc..</h2>\n<figure data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87505f71-7f48-44ea-98ff-4818a94f0d40/Cut%20of%20plate.jpg\" data-asset-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" data-image-id=\"c31a2fb5-55c9-4780-ba73-fbea4d6ef176\" alt=\"\"></figure>\n<h2>8. Bolt grid operation tips</h2>\n<p>When using bolts operation, it is important to select all the plies that the bolts will pass through. Also, when placing items, consider that the first element will be the reference for the placement of bolts. In this example, the longitudinal axis of the bracing member is the reference.</p>\n<figure data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/090709d2-10cb-47b3-a17e-a992f382cfe8/Bolt%20operation%20items.jpg\" data-asset-id=\"afb319e7-2317-490e-9340-785da01a1919\" data-image-id=\"afb319e7-2317-490e-9340-785da01a1919\" alt=\"\"></figure>\n<h2>9. Using the Plate Editor</h2>\n<p>Stiffening plate operation has an editor, where the plate can be edited with sub-operations, in this case, the offset was used to create a ¾ gap between the Gusset and the column:</p>\n<figure data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9437861-32fd-4211-9c88-0a64f9eff131/Offset%20plate.jpg\" data-asset-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" data-image-id=\"43d8cc56-b293-41f6-9a29-34db00fd859e\" alt=\"\"></figure>\n<h2>10. Cleat operation connected to a plate</h2>\n<p>Cleat operation can be assigned to an existing plate that will be connected to a member, as the next example:</p>\n<figure data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6927fba-8941-4a26-ab5c-4fd56a7022a3/Cleat%20operation%20plate%20to%20member.jpg\" data-asset-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" data-image-id=\"8ad0c29d-c8c8-4dce-a4e3-86c16ab5969f\" alt=\"\"></figure>\n<h2>11. Stiffening member usage</h2>\n<p>A stiffening member is an operation that helps to add a member in the model to be part of the connection. &nbsp;One of the keys to using a stiffening member is that you can not directly apply load to it. &nbsp;This operation helps in the next examples:</p>\n<figure data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6dca6b4d-7f45-4c38-8db8-8bd6513fe6ca/Stiffening%20member%201.jpg\" data-asset-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" data-image-id=\"818e16dd-761a-4640-a109-291fb4f307ab\" alt=\"\"></figure>\n<figure data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c4248d59-88c1-47c4-9af8-44712192e91a/Siffening%20member%202.jpg\" data-asset-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" data-image-id=\"5f4460c7-5869-4f45-bcd0-d237f4e70246\" alt=\"\"></figure>\n<h2>12. Extended shear tab (load position)</h2>\n<p>Extended shear tabs are a common connection when a beam to a column web needs to be connected. Only four operations are needed to model it, check the next process to learn how to do it:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7284022_6f1f_01f1_991e_ef904d2f7728\"></object>\n<p>Once you finish the modeling, the load position is important for a shear connection, please review the <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">How to define correct load position</a> article to learn what is the best load position for shear connections.</p>\n<h2>13. Lifting lugs</h2>\n<p>The recommended approach for the lifting lugs model is to model a <strong>stiffening plate</strong> and model the needed shape, then add a new member that will help to apply the load to the lifting lug plate. To connect the member to the stiffening plate a <strong>connecting plate operation</strong> can be used:</p>\n<figure data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec78924c-033a-4fc7-b270-71aae422c7a7/Lifting%20lug.jpg\" data-asset-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" data-image-id=\"f3828d23-fd71-4328-ac15-d54abc28ca5c\" alt=\"\"></figure>\n<figure data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd4d2490-7aa1-42ce-827a-387bea8dd772/Lifting%20lug2.jpg\" data-asset-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" data-image-id=\"82ac2e13-176e-4daf-837d-3e2e7f5a5aa9\" alt=\"\"></figure>\n<h2>14. Operations order</h2>\n<p>A good tip to keep in mind as building you are building a connection is that only operations above the current operation can be used in the current operation. &nbsp;I know that sounds like a circular sentence, but when you look at the list of operations in a model, you can't add a weld to a plate that is lower in the list. &nbsp;In this case, you need to be sure the plate operation is added and then add the weld. &nbsp;</p>\n<h2>15. Tooltips (plate information and help)</h2>\n<p>Immediate help can be provided when you hover the mouse over inputs or plates of the model:</p>\n<figure data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/975d0f66-ea21-4a29-8c3d-5ad0193934af/Hovering%20mouse.jpg\" data-asset-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" data-image-id=\"9b3be8d3-682f-4576-bf3e-3dd2dea2d354\" alt=\"\"></figure>\n<h2>16. BONUS TIP - Connection Browser (selection option)</h2>\n<p>Connection browser helps to re-use previous designs that the user published previously in their private or company data set. However, sometimes the user only has templates for just two members that are part of the full model, so, the selection option can be used to just bring templates for those 2 members and then build the rest of the connection, either from scratch or again using the selection option:</p>\n<figure data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/89a1138b-3691-43f8-bec8-b9a5e7d7bf56/Connection%20browser%20select.jpg\" data-asset-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" data-image-id=\"ce7d3e56-d304-449a-a117-d040dc9e9419\" alt=\"\"></figure>\n<h3>Webinar recording</h3>"
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                                    "value": "<h2>Reinforcement in Partially Loaded Area</h2>\n<p>You can design the reinforcement in the partially loaded area in a more effective way since version 20.1. The reinforcing bars are part of the CSFM model, and the bond between concrete and bars is treated as perfect.&nbsp;</p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"partially loaded areas with reinforcement\"></figure>\n<h2>About Partially Loaded Area</h2>\n<p>This feature is suitable mainly for precast and bridge structural engineers who are dealing with significant reactions in the bearings or concentrated prestressed forces from the tendons in the beams. &nbsp;The benefit is hidden beyond non - conservative design, saving material and money.</p>\n<p>We have figured out how to deal with triaxial stress in partially loaded areas. In these areas crushing of concrete is allowed, and the resistance of concrete in compression can be raised due to transverse confinement according to valid standards (Eurocode). The increase of the resistance can be up to 3 times the cylinder strength of concrete.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>The partially loaded area can be found on every structure. Some typical examples are bridge diaphragms with an area above the bearings, areas under the anchor, or concentrated load on the edge of the wall. Partially loaded areas are designed according to the requirements of the Eurocode and simultaneously are restrained by model geometry (openings, thickness, edges, abrupt change of cross-section).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"Triaxial stress is covered by new feature, which artificially increase the area of the cone and cover this effect.\"></figure>\n<p>The increase of concrete resistance can be considered if the confinement is kept. Due to this condition, reinforcement bars are automatically added to pass the condition regarding confinement and Eurocode provision.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>This functionality guarantees that models are getting converge and simultaneously comply with design criteria for valid standards (Eurocode). The implemented method is independent of the finite element mesh. <strong>The bearing capacity is increased with</strong> the <strong>changing of the concrete area. The consequence of this state is constant stress along with the height of a cone. </strong>Dispersed fictitious struts affect artificially the stiffness of the cone and correctly redistribute the transverse stress, which appears in this area. The density of each dispersed strut is increased to the direction of the applied load.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Known limitations come out from the standards valid in Eurocode.</p>\n<ul>\n  <li>Cones cannot coincide</li>\n  <li>The area A<sub>c1</sub> and A<sub>c0 </sub>lie on the resultant of the acting force</li>\n</ul>\n<p><br></p>"
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                                            "value": "<h2>Wall</h2>\n<p>The wall is the most general entity that can be defined in your model. There are various cases for which you can use this detail. Now, it's time to explain how.&nbsp;</p>\n<p>First, let's talk about the shape of the element. The wall's shape can be defined as:</p>\n<ul>\n  <ul>\n    <li><strong>Rectangular</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>Using this option, all you need to do is to set the element's width, height, thickness, and, if necessary, offset in X direction related to the top left and right corner.</p>\n<figure data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac646772-fed5-4840-b262-a991fa509a69/QRC-D_03%20Wall_shape_rectangular.png\" data-asset-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" data-image-id=\"b151040d-4d6d-4e20-a297-670e3af4cd71\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Polygon</strong></li>\n  </ul>\n</ul>\n<p>If you need a more complex topology, the Polygon shape is the way. The geometry can be defined by selecting the Edit shape button in the data window, and then in the wizard using coordinates in X and Z directions related to the global coordinate system. You can add new rows, or delete the existing ones using the right-click into the coordinates table.</p>\n<figure data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0275f69-8357-43ba-9450-059d706dff03/QRC-D_03%20Wall_shape_polygon.png\" data-asset-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" data-image-id=\"9a09f87a-31c4-4c32-a44d-2b30d868869d\" alt=\"\"></figure>\n<ul>\n  <ul>\n    <li><strong>Import DXF</strong>&nbsp;</li>\n  </ul>\n</ul>\n<p>In case of having a complex shape of the structure or already finished drawings, you can use the import from the DXF file functionality to have the geometry defined quickly.&nbsp;</p>\n<figure data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbd926e9-959c-4818-b415-41974097b044/QRC-D_03%20Wall_shape_DXF1.png\" data-asset-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" data-image-id=\"d33c995d-190c-43f5-9dfb-589a025b24b7\" alt=\"\"></figure>\n<p>Simply click on the Import DXF button, pick the file from your storage, and start selecting the structure's outline. It can be done by choosing the lines individually in the main graphic window, or just a single line and then clicking the Consecutive button from the top ribbon.</p>\n<figure data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b2da944-b95d-4d91-8505-211030166867/QRC-D_03%20Wall_shape_DXF2.png\" data-asset-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" data-image-id=\"b6fe80b6-3a1d-434b-a35e-4635c8362f1c\" alt=\"\"></figure>\n<p>In the wizard, you can use the full potential of the functionalities in the top ribbon - it is possible to change the units, distinguish three planes - XY, XZ, and YZ in which the drawing is done, set some tolerance and discretization of curved lines, entities numbers, and add openings directly. On top of that, when you make a mistake, you can undo the steps, and clear the selection.</p>\n<figure data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282d9d1-51b6-4bb6-b73c-82c5aef23010/QRC-D_03%20Wall_shape_DXF3.png\" data-asset-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" data-image-id=\"bc162bb5-9685-4cba-b26b-60417fccf05b\" alt=\"\"></figure>\n<p>Moreover, you can even import the geometry together with the reinforcement!</p>\n<p>Now, let's sum up the most important information you need to know for proper wall element definition.</p>\n<ul>\n  <li>All types of <a data-item-id=\"5a121972-f384-4f14-8788-9da298e1aae1\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>It is not possible to add a <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed end</strong></a> of the wall, the structure must be defined as a whole.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>And last but not least, the wall entity must have a constant <strong>thickness</strong>.</li>\n</ul>\n<p>The whole model can be made up of several separate elements. The software will automatically connect them. The joint between the walls must be free of gaps. Moreover, it is possible to define different thicknesses for each wall element used in the project. See the example in the image below.</p>\n<figure data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ce7dc88-9f5e-4dfe-b64d-11dc718b63d7/RC-D_03_01.png\" data-asset-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" data-image-id=\"025d3df2-ffe0-4c71-9bde-f5837421ae1a\" alt=\"\"></figure>\n<h2>Beam</h2>\n<p>This element can be used for various types of beams. It is up to you whether you need to model and analyze the whole beam or just want to focus on a specific area - discontinuity region using the trimmed end option.</p>\n<figure data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87a7e44f-524e-4533-b313-482d7ac74b91/QRC-D_03%20Beam_whole%20beam.png\" data-asset-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" data-image-id=\"9bd9525d-f0b9-477c-97b6-b7d1ab6365a3\" alt=\"\"></figure>\n<p><em>Example of a whole saddle beam with openings</em></p>\n<p><br></p>\n<p>Let's say you have already designed and checked the reinforcement in the B-regions, and you want to focus on the discontinuity regions of the beam only, so you won't spend additional time modeling the whole beam. No problem! In this case, it is recommended to model the trimmed beam.</p>\n<p>The beam can be trimmed at:</p>\n<ul>\n  <li><strong>Beginning</strong></li>\n  <li><strong>End</strong></li>\n  <li>Or <strong>both</strong> the beginning and end at the same time</li>\n</ul>\n<figure data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e601d9e-4dd4-4bfb-aa41-0f8aff99588e/QRC-D_03%20Beam_trimmed%20end.png\" data-asset-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" data-image-id=\"99f9f30d-cc57-4dea-981c-f8d76092acbc\" alt=\"\"></figure>\n<p><em>Example of a beam with the trimmed end</em></p>\n<p><br></p>\n<p>When modeling a beam, you can select one of the pre-defined <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\">cross-sections</a> from the library.</p>\n<figure data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98d2b093-7fb0-45e5-853e-2acc3873864b/QRC-D_03%20Beam_cross-sections.png\" data-asset-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" data-image-id=\"55bb8184-6fc9-4567-81af-fca818c4f5b7\" alt=\"\"></figure>\n<p>The beam is defined as a 2D element. The cross-section of the beam is used only to set the proper thicknesses.&nbsp;</p>\n<p>Let's check the summary for beam elements:</p>\n<ul>\n  <li>All types of <a data-item-id=\"50ed723b-9b87-4870-a69f-e05b5a8a8150\" href=\"\"><strong>supports</strong></a> and <strong>transfer devices</strong> can be used for this geometry type.</li>\n  <li>The beam can be <a data-item-id=\"7e9198c1-d161-5c59-9e9b-aed2c2a00408\" href=\"\"><strong>trimmed</strong></a><strong> </strong>at the beginning, end, or both the beginning and end.&nbsp;</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters.</li>\n</ul>\n<figure data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/04bf59e2-fa45-49eb-b136-7ad3e7c88be3/RC-D_03_02.png\" data-asset-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" data-image-id=\"d721402b-14ac-4807-aef2-f668dd9f3166\" alt=\"\"></figure>\n<h2>Knee joint</h2>\n<p>A knee joint is a type of frame joint - basically the most commonly used D-region. Sometimes, they can be underestimated in the design. However, it is important to pay attention to them. And it can be easy when you have a powerful tool such as the IDEA StatiCa Detail application.&nbsp;</p>\n<p>What's important to know?</p>\n<ul>\n  <li>As in the beam element case, also the knee joint is defined using a <a data-item-id=\"5cff133b-460c-4bf2-94c2-3957a7b88e47\" href=\"\"><strong>cross-section</strong></a> selected from the library.&nbsp;</li>\n  <li>Compared to wall and beam types, you can't set supports. Only the usage of <a data-item-id=\"aa1a5fc8-a069-4196-9c2e-cde472068193\" href=\"\"><strong>trimmed</strong></a> or <strong>free ends</strong> is allowed in this case. Nevertheless, all types of load transferring devices can be applied to the structure.</li>\n  <li>All types of <strong>openings</strong> can be applied.</li>\n  <li>The structure can have <strong>haunches</strong> - just select the checkbox in the data window and set the parameters. On top of that, the members can be <strong>inclined</strong> by the wanted angle.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34573afb-190b-430c-b7bb-01d268959bb0/RC-D_03_03.png\" data-asset-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" data-image-id=\"2f0b6e92-12e9-4d0e-9ca1-694c0b540aae\" alt=\"\"></figure>\n<p>The geometry of the knee joint may vary. In the Detail app, you can select from three options to define the most suitable one.</p>\n<figure data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74ac2f16-df31-4471-8ef0-3b05a412f654/QRC-D_03%20Knee%20joint_joint%20type.png\" data-asset-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" data-image-id=\"c5edd940-03b8-45d5-b727-8c7519191be0\" alt=\"\"></figure>\n<p>To see it in the action, check the image below. These three structures were created by using the same settings, only with different joint types.</p>\n<figure data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f261ebd1-7854-4d18-808c-6acfc4334d6b/RC-D_03_04.png\" data-asset-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" data-image-id=\"7c4d9fea-76b9-4de6-9399-7946e1351c95\" alt=\"\"></figure>\n<h2>Cross joint</h2>\n<p>This option is identical to the knee joint. For the characteristics, see the previous paragraph.</p>\n<figure data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4bb40a71-3067-4cf2-8aa5-71024ddeb7c6/RC-D_03_05.png\" data-asset-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" data-image-id=\"e4670a1e-0b30-4707-b708-7858eb147bae\" alt=\"\"></figure>\n<p>There are two types of Cross joints - prismatic beam or prismatic column. The difference is shown in the image below.&nbsp;</p>\n<figure data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87cc88dc-5366-4e2c-b264-8cd1619eaeb0/RC-D_03_06.png\" data-asset-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" data-image-id=\"a10dccd9-755e-4463-ab21-21803ae67e73\" alt=\"\"></figure>\n<h2>Diaphragm</h2>\n<p>Diaphragms are exactly the same as walls in terms of the element's definition. For more information, please see the Wall paragraph.</p>\n<p>There are three ways to define the shape:</p>\n<ul>\n  <li>Two-way bridge&nbsp;</li>\n  <li>Highway bridge&nbsp;</li>\n  <li>And General - by polyline or imported from the DXF file</li>\n</ul>\n<figure data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/87d19f2d-5c10-4531-97a5-0e36f138587b/QRC-D_03%20Diaphragm_types.png\" data-asset-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" data-image-id=\"3c3913eb-ffb0-4e02-8ae8-59a315d449a5\" alt=\"\"></figure>\n<p><br></p>\n<p>It is important to mention that these details (subregions) can be divided into two groups.&nbsp;The difference between them is in the element's thickness definition:</p>\n<ul>\n  <li>Walls and Diaphragms - constant thickness&nbsp;</li>\n  <li>Beams and Joints - &nbsp;thickness defined by a cross-section</li>\n</ul>\n<p><br></p>\n<p>Please be aware that all geometry types mentioned above are in the software considered as 2D elements, thus can transfer only in plane loads, and out of plane forces must be neglected.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n46c56442_ec49_010d_69d5_cea1d05d7dcd\"></object>"
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                                            "value": "<p>Join the webinar where the focus will be centered on the theory of the method which hides under the name CSFM (<strong>Compatible Stress Field Method</strong>). The problem of the design of reinforced concrete structures will open the webinar, then the basic assumptions of the method will be introduced, and the types of reinforced concrete structures suitable for this method will be discussed. Afterward, we proceed to a practical example which we use to explain the principles of the analysis and checks of the reinforced concrete structure via CSFM. As a reference example, a&nbsp;<strong>reinforced concrete wall with an opening</strong>, loaded by a concentrated force located on its upper edge, was selected. Many of you have encountered this example when a strut and tie method (STM) is taught. And the STM results will be compared to ones obtained from the CSFM.</p>\n<figure data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5dbba801-ab70-462e-aa87-a0b87963b1b1/wall-deformation.png\" data-asset-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" data-image-id=\"29e7a7f1-3090-4750-9e51-e3b510ba33fd\" alt=\"\"></figure>\n<figure data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eadb081a-30e5-4cbe-baea-3cfbc00f17d6/wall-results.png\" data-asset-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" data-image-id=\"314706ad-bfe3-44e6-aa04-c87cb1a29a68\" alt=\"\"></figure>\n<p>CSFM offers much more than just ULS checks. The advanced state of the method is based on&nbsp;<strong>modified compression field theory</strong>, implementation of&nbsp;<strong>tension stiffening</strong>, and distinguishing between stabilized or non-stabilized cracking; hence we&nbsp;<strong>perform SLS checks</strong>&nbsp;of the concrete&nbsp;<strong>wall</strong>. Thus, we can observe&nbsp;<strong>crack width</strong>,&nbsp;<strong>deformation</strong>, and&nbsp;<strong>stresses</strong>&nbsp;corresponding to SLS combinations.</p>\n<p><strong>Compatible Stress Field Method (CSFM)</strong>, a new method, enabling a sophisticated reinforced concrete design according to the codes.</p>\n<p>Join our experienced Product Engineers and calculate yesterday’s estimates!</p>\n<h3>Watch the webinar recording</h3>"
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                                                                    "value": "<p>The new version of IDEA StatiCa is here! We bring another batch of new features and improvements to enhance the design of your concrete projects. No matter how complex is your concrete project, IDEA StatiCa delivers:</p>\n<ul>\n  <li>Complete code-checks</li>\n  <li>Advanced analysis types</li>\n  <li>The unlimited topology of cross-sections and reinforcement layout</li>\n  <li>All 2D concrete details</li>\n  <li>Reports that get the project done</li>\n</ul>\n<p>Our users currently do this through separate applications - Detail, RCS, and Beam. We are thrilled to introduce you to a brand new application in IDEA StatiCa Concrete - <strong>Member</strong>. &nbsp;It will unify all the design and code-checks of all reinforced concrete members in one place, integrated into your FEA software. Member will be available in BETA for all users with any concrete license of IDEA StatiCa.</p>\n<p>Besides this whole new app, you can find improvements in our code-checking engines:</p>\n<ul>\n  <li>Partially loaded areas</li>\n  <li>Fatigue check</li>\n</ul>\n<p>Next to that, we prepared some improvements on the <strong>IDEA StatiCa licensing</strong> to enable you flexible and comfortable license management. &nbsp;</p>\n<p>We hope you will enjoy all our new features and improvements and would love to hear your feedback anytime.&nbsp;</p>\n<p>Calculate yesterday’s estimates!</p>"
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                                                                    "value": "<p>Release 20.1 brengt een nieuwe applicatie voor Betonontwerp - Concrete Member BETA. Modelleer, ontwerp de wapening en controleer een kritisch betonelement in enkele minuten.</p>\n<h2>Geometrie</h2>\n<p>Dankzij onze nieuwe applicatie kan de gebruiker eenvoudig ruimtelijke constructies van gewapend beton ontwerpen en beoordelen die bestaan uit 1-D elementen, <strong>liggers </strong>en <strong>kolommen</strong>. In de toekomst zal het mogelijk zijn om constructieve 3D-elementen van elke topologie te berekenen</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>Lasteffecten</h2>\n<p>The load can be applied in the direction of any member axis via the line load. Endpoints of related members can be subjected to point forces (and moments) that represent nodal forces obtained from global analysis.</p>\n<p>De belasting kan via de lijnbelasting in de richting van een willekeurige staafas worden toegepast. Eindpunten van gerelateerde staven kunnen worden belast met puntkrachten (en momenten) die knoopkrachten vertegenwoordigen die zijn verkregen uit de hoofdberekening.</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"Lasteffecten in IDEA CONCRETE Member \"></figure>\n<h2>Wapening</h2>\n<p>Met behulp van het bekende dialoogvenster kan de gebruiker langswapening en beugels in elk element ontwerpen. De vooraf gedefinieerde sjablonen kunnen het hele proces van wapeningsontwerp nog versnellen. Elke groep langswapening, evenals beugels, kan eenvoudig worden bewerkt in het eigenschappenvenster.</p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"Wapeningseditor in IDEA Concrete member \"></figure>\n<p><br></p>\n<p>U kunt verschillende wapeningszones over de lengte van het element definiëren en een complexe wapeningslay-out creëren, inclusief v<strong>erschillende afstanden tussen de beugels</strong> en <strong>lengtes van wapeningsstaven</strong> in de lengterichting.</p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"wapening aanpassen met verschillende afstanden tussen de buegels en langswapening in IDEA Concrete member. \"></figure>\n<h2>Berekening</h2>\n<p>Er zullen verschillende berekeningstypes beschikbaar zijn voor één constructief model. Momenteel kan alleen lineaire analyse worden uitgevoerd, maar in de volgende releases zullen andere soorten berekening worden geïmplementeerd.</p>\n<p>Er zijn vier typen berekeningen beschikbaar om betonelementen te berekening. Nu kan een lineaire analyse worden uitgevoerd in Concrete Member Beta, de andere drie berekeningtype zijn in ontwikkeling of in het stadium van hun definitieve afstemming.</p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"Beschikbare verschillende berekeningstype in IDEA Concrete member \"></figure>\n<p><br></p>\n<ul>\n  <li>Lineare analyse (LA): geïmplementeerd in Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"Lineare analyse (LA): geïmplementeerd in Concrete Member Beta\"></figure>\n<p><br></p>\n<ul>\n  <li>Geometrisch en materiaal niet-lineare analyse, inclusief thermische analyse (GMNA): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field method 2D (CSFM 2D): bijna beschikbaar (CSFM is beschikbaar in IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"Compatible Stress Field method 2D (CSFM 2D) IDEA statica beton elementen\"></figure>\n<p><br></p>\n<ul>\n  <li>Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"Compatible Stress Field Method 3D (CSFM 3D): in ontwikkeling in IDEA BETON software\"></figure>\n<p><br></p>\n<h2>Doorsnede Controle</h2>\n<p>After linear analysis, the user can run a detailed section check using the application RCS, which automatically chooses the most utilized sections on analyzed members and assess them.</p>\n<p>Na lineaire analyse kan de gebruiker een gedetailleerde doorsnede controle uitvoeren met behulp van de applicatie RCS, die automatisch de meest uitgenutte doorsnedes op geanalyseerde staven weergeeft en beschouwt.</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"Beton doorsnede controle in IDEA RCS via IDEA Member\"></figure>\n<p><br></p>\n<p>Beschikbaar in&nbsp;<strong>Expert&nbsp;</strong>en&nbsp;<strong>Enhanced&nbsp;</strong>versie.</p>"
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                                                                    "value": "<p>In previous releases when assessing concrete for fatigue, the stress in the concrete was calculated based on the parabolic-rectangular stress-strain diagram.&nbsp;</p>\n<figure data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4f1cd63-d2be-475c-89c7-25c28ec4c038/Fatigue%2020.0.png\" data-asset-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" data-image-id=\"d84b3c7a-6423-4a75-b2c9-2e4d379fe8e0\" alt=\"Stress-strain diagram - fatigue check (older versions)\"></figure>\n<p>According to Eurocode the tensile strength of concrete shall be ignored and a linear stress-strain relationship for concrete under compression shall be used. Now for fatigue verification, we use the same stress-strain diagrams as in SLS checks, i.e., an unlimited linear stress-strain diagram.</p>\n<figure data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/047ec2bb-9b80-4621-bab2-da7a74488205/Fatigue%2020.1%20Beta.png\" data-asset-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" data-image-id=\"32217524-e130-4912-b4f2-9e8e51c78d27\" alt=\"Stress-strain diagram - fatigue check \"></figure>\n<p>For the concrete in compression, the mean value of Young's modulus of elasticity E<sub>cm </sub>is used.</p>\n<figure data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/930ecc31-acf6-4caf-8e2d-d740f674b99b/Modulus%20of%20elasticity%20-%20fatigue%20check%20IDEA%20StatiCa.png\" data-asset-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" data-image-id=\"0db3da6a-989b-4f6a-9b42-989b439d2b85\" alt=\"\"></figure>"
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                                                                            "value": "Do you have trouble with fulfilling stress limitation in quasi-permanent combination while designing your beam in IDEA StatiCa Beam? Use implemented calculation of non-linear creep and you will not have to worry about the check any more."
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                                                                            "value": "<p>Nonlinear creep calculation is turned on by ticking the \"Calculation of non-linear creep\" checkbox in Settings of <strong>Construction stages</strong> menu.</p>\n<figure data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/107ebf47-5293-4d55-b8e8-5ced28980afd/11_EN.png\" data-asset-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" data-image-id=\"34a3efb7-b048-4153-8ca9-6e97c2dd9200\" alt=\"How to turn on the calculation of non-linear creep\"></figure>\n<p>The checks when non-linear creep is considered does not require the limit of 45 % of characteristic compressive strength (<em>f</em><sub>ck</sub>) for quasi-permanent combination and allow us to make an economic design. See EN 1992-1-1 art. 7.2 (3).</p>\n<p>The nonlinear creep is calculated according to the EN 1992-1-1 art. 3.1.4 (4).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                    "value": "<p>SLS checks in IDEA StatiCa automatically take into account the influence of the r<sub>inf</sub> and r<sub>sup</sub> coefficients defined in EN 1992-1-1; 5.10.9 (1) for prestressing effects. Therefore, it is not necessary to consider these effects in combination factors in the Beam application or in 3rd party software used for import.</p>\n<p>In the following figure, you can see the results in the RCS application where the supremum and infimum effects are marked.</p>\n<figure data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb0c3702-c267-4588-ab38-09b070afeb35/Rinf%20Rsup_03.png\" data-asset-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" data-image-id=\"b91d541b-f653-4e87-af5d-77164eb6543f\" alt=\"\"></figure>\n<p>So what will happen if we use the coefficients in combinations? Let's have a look at it.</p>\n<h2>Beam</h2>\n<p>The combination factor defined by the user for prestressing load case in the Beam application is considered just for presented diagrams of internal forces. The coefficient will not influence the stress in the tendons and the internal forces which go to the code-check (as shown above).</p>\n<figure data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a6de7a3-e9b2-4a32-b68c-a55d1dd8b0f5/Rinf%20Rsup_04.png\" data-asset-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" data-image-id=\"067ee6e8-0449-47dc-8103-73a3ea27caa4\" alt=\"\"></figure>\n<p>In other words, for code-check purposes, the effects of prestressing are defined by the area of the tendon and its initial stress. The combination factor for code checks is always equal to one.</p>\n<h2>BIM - import</h2>\n<p>In combinations of the global model, the coefficients of load cases containing prestress should be equal to 1.0. The coefficients <em>r</em><em><sub>sup</sub></em> and <em>r</em><em><sub>inf</sub></em> will be applied as described above.</p>\n<h2>How to influence the value of the coefficients?</h2>\n<p>The coefficients are defined by the code. You can influence the value by changing the national annexe or altering the value in Code and calculation settings in the RCS application.&nbsp;</p>\n<figure data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd6ac36b-e78e-4ecc-943e-33119ccbbb07/rsup%20rinf%20code.png\" data-asset-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" data-image-id=\"9364513f-c31d-4cf0-be3a-46e635cb3faa\" alt=\"\"></figure>\n<ul>\n  <li>Read more about code settings in <a data-item-id=\"4c296380-45bb-40ec-ac2f-2ce0a0d47c84\" href=\"\"><strong>Code and calculation settings in RCS</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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                                                                                            "value": "<p>There are four tabs focused on SLS results in the application.</p>\n<ul>\n  <li><strong>Overall results</strong></li>\n  <li><strong>Stress Limitation</strong></li>\n  <li><strong>Crack Width</strong></li>\n  <li><strong>Detailing</strong></li>\n</ul>\n<p>In the first tab, you can find a brief overview of the Overall results. You will see only the results of the analysis you selected using calculation control.&nbsp;</p>\n<figure data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da6079fd-4c24-428a-b8df-b9d8331fb0f0/rcb_05_03_01.png\" data-asset-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" data-image-id=\"8b8a40c7-ad5e-4088-aa38-1615c9559c1c\" alt=\"\"></figure>\n<p>The rest of the tabs are dedicated to individual checks. But before looking at them, we need to understand the assumptions of the calculation. Therefore please go through the article: <a data-item-id=\"6fcefe69-5439-4ac1-af76-f388fab9b968\" href=\"\">Calculation Assumptions for SLS</a>. With this knowledge, we can then continue and go through the individual results step by step.</p>\n<h2>Stress Limitation</h2>\n<p>First, there is Stress Limitation Check. This calculation provides a comparison of the calculated stress with limit values according to Eurocode. How specific values are obtained and what basic cases (in terms of stress limit) we solve, you can find in the article: <a data-item-id=\"27c146c7-45d0-47d3-b354-a8e4059db365\" href=\"\">Stress Limitation Check</a>.&nbsp;</p>\n<p>We'll explore how to work with the results and how to eventually influence them as soon as we've got some idea of the layout and display options.&nbsp;</p>\n<h4>Layout</h4>\n<p>Check to Top Ribbon, the part Setting is dedicated to Code and Project Data. It is the same for all the steps of the workflow.&nbsp;</p>\n<p>The following parts are already different. Notice the figure below, there are marked options for adjusting the graphical presentation of the result:</p>\n<figure data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f542c41-10ca-4661-b12e-b3f6b8ebebf6/rcb_050302.png\" data-asset-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" data-image-id=\"a0ff777a-fec0-4165-8f83-d3f70869cb80\" alt=\"\"></figure>\n<p>Options Description:</p>\n<ol>\n  <li>Option to switch between 2D and 3D view. For the 2D view, we can decide if we want to see a rotated cross-section or the result inside/outside of the cross-section.&nbsp;</li>\n  <li>The tab is used to switch off/on the strain diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The tab is used to switch off/on the stress diagram for the concrete and reinforcement section and its size adjustments.</li>\n  <li>The option to display extreme values of the diagrams, all or none.</li>\n  <li>As next, we can modify the filling of the diagram.</li>\n  <li>The following two buttons allow us to switch on/off dimension lines.</li>\n  <li>The last part is dedicated to the cross-section. We have the option to display bar and fibres numbers and modify their position. We can also display Extreme bar and fibre.</li>\n</ol>\n<h4>Calculation</h4>\n<p>The rest buttons from the top ribbon are related to the calculation itself.</p>\n<figure data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d90fc7-bc8e-4bec-a13d-2683df29426f/rcb_050303.png\" data-asset-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" data-image-id=\"33728ffb-b234-4560-aac0-b5b4a475e8d2\" alt=\"\"></figure>\n<p>For the stress limitation, we have 4 code checks, as mentioned at the beginning of the chapter. The first two checks, according to 7.2 (2) and 7.2 (3), are done for both cases: With or without the influence of the long-term effects (rheology of concrete).&nbsp;</p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used.&nbsp;</p>\n<p>For the long-term effects, the effective modulus of&nbsp;elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used.&nbsp;Where <em>φ</em> is the creep factor.</p>\n<figure data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d32e0630-8ffc-4e4f-b9d9-7546acb55672/rcb_050304.png\" data-asset-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" data-image-id=\"f6d89cc7-2655-4481-9694-2e4c14171cde\" alt=\"\"></figure>\n<p>The long-term effects are thus included in the creep.</p>\n<figure data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3e1e0eb-519c-443d-a338-bd52bd9fbd82/rcb_050305.png\" data-asset-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" data-image-id=\"64772e5a-aac8-421b-ba6c-f7a363681409\" alt=\"\"></figure>\n<p>The creep factor can be Calculated by the software (default option) or can be set manually in <a data-item-id=\"953a0c24-4990-44c2-8f09-492e6a115342\" href=\"\">Design Member</a>. Please be aware that in the RCS, the linear calculation is used for the creep factor.</p>\n<p>The code-check is provided by a comparison of the calculated stress in the concrete and in reinforcement with limit values according to EN 1992-1-1 7.2.&nbsp;</p>\n<h4>Tip for advanced users</h4>\n<p>There is an option how to influence the results when the limit is exceeded for 7.2 (3). It is allowed to consider a higher value of&nbsp;the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered.&nbsp;</p>\n<p>You can change the value of k<sub>2</sub> in the Code setting:</p>\n<figure data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9228cf-066d-4924-91bc-15a984a177d5/rcb_050307.png\" data-asset-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" data-image-id=\"8d4b3031-c81b-49b6-8d6d-2c4b219daef5\" alt=\"\"></figure>\n<p>But remember that it is necessary to determine the creep factor more precisely.</p>\n<p>Let's summarize the options we have:</p>\n<ul>\n  <li>The creep coefficient is Calculated by software using linear calculation. Then factor k<sub>2</sub> = 0.45 (set by default) has to be used.&nbsp;</li>\n  <li>The creep coefficient is set as User input. When considering the nonlinear creep, we can increase the factor to k<sub>2</sub> = 0.6.</li>\n</ul>\n<h2>Crack Width</h2>\n<p>If the concrete stress is higher than the concrete tensile strength, the section is considered as a cracked one. And the next code check from the SLS check is the crack width.</p>\n<p>See the <a data-item-id=\"5b51a310-2eed-4d41-aea8-3b1a41713f43\" href=\"\">Theoretical background - Cracks</a> for the theory, assumptions, and how the crack width calculation is implemented in RCS.&nbsp;</p>\n<p>For complete understanding, it is also recommended to read the following article: <a data-item-id=\"754996ca-bca4-4953-aac7-de7b6aa4598a\" href=\"\">Crack width check of cross-sections with a large concrete cover</a>.</p>\n<p>The code-check of the crack width is provided by comparing the calculated width w<sub>k</sub> with the width w<sub>lim</sub> according to 7.3.1 (5).&nbsp;</p>\n<p>Implemented limits can be found in the Code setting.&nbsp;</p>\n<figure data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a67cf91d-0968-43b2-b875-dd2aa3360b37/rcb_050308.png\" data-asset-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" data-image-id=\"d5020bf7-1c0f-4299-875e-f39c3aa7666f\" alt=\"\"></figure>\n<h2>Detailing</h2>\n<p>Detailing is the last code-check from the SLS checks.</p>\n<p>The internal forces for which the check is made are listed at the beginning of the table.</p>\n<p>The following are the conditions of the check. All are taken from the Eurocode. The reference to the specific article is always given next to the title.</p>\n<p>This is followed by information on the values used in the calculation based on the input data.</p>\n<figure data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdcb5153-0845-4965-a975-0cb9233994d5/rcb_050309.png\" data-asset-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" data-image-id=\"a301b9df-d0db-44fa-b268-a014b56863a0\" alt=\"\"></figure>\n<h4>Tip for advanced users</h4>\n<p>It may happen that in order to speed up the design, we enter into RCS the simplified scheme of the reinforcement. In this case, we recommend switching Detailing off in Calculation Control and checking it manually according to more detailed drawings.</p>"
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                                                                                                    "value": "<p>There are five tabs for ULS results in the application.</p>\n<ul>\n  <li><strong>Capacity N-M-M</strong></li>\n  <li><strong>Shear</strong></li>\n  <li><strong>Torsion</strong></li>\n  <li><strong>Interaction</strong></li>\n  <li><strong>Response N-M-M</strong></li>\n</ul>\n<p>Before we go through them let's look at the Overall result where you can find all selected results (by using calculation control) with corresponding internal forces.</p>\n<figure data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f76b5dbd-bb24-49d3-bb63-5048434a9fdd/RC-B_06_13.png\" data-asset-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" data-image-id=\"82776974-6cef-4d9f-be99-eff926a2db1a\" alt=\"\"></figure>\n<h2>Capacity N-M-M</h2>\n<p>The first tab is the Capacity N-M-M check. This type of calculation provides a check of the interaction between normal force and bending moments. If you want to know the theory behind it, read this article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\"><strong>Bending</strong></a>.</p>\n<p>As was written in the introduction. The article is focused on practical usage. So let's have a look at ways how to display this type of result. Listed below are three display settings that can be combined with each other.</p>\n<ul>\n  <li><strong>Diagram type</strong>\n    <ul>\n      <li>Interaction sections&nbsp;</li>\n      <li>ULS eccentricity</li>\n    </ul>\n  </li>\n  <li><strong>Type of results</strong>\n    <ul>\n      <li>for Extreme</li>\n      <li>for Section</li>\n    </ul>\n  </li>\n  <li><strong>Evaluation of interaction diagram</strong>\n    <ul>\n      <li>NuMuMu</li>\n      <li>NuMM</li>\n      <li>NMuMu</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f71d514f-396b-4f7d-945e-e169d695f8de/RC-B_06_14.png\" data-asset-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" data-image-id=\"8d74aef7-49c2-48aa-8541-ee7b7edf4b47\" alt=\"\"></figure>\n<p>Let's go over the options for combinations of display settings.</p>\n<h3>Interaction sections + Extreme</h3>\n<p>At first, we start with the <strong>Interaction sections</strong> displayed for the <strong>current extreme</strong>. In the toolbar Interaction surface section, you can display four sections of an interaction surface.&nbsp;</p>\n<ul>\n  <li>My - Mz -&gt; horizontal surface</li>\n  <li>N - M resultant -&gt; according to the current ratio between My and Mz</li>\n  <li>N - My -&gt; vertical surface on y-axis</li>\n  <li>N - Mz -&gt; vertical surface on z-axis</li>\n</ul>\n<figure data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b125f5b-ecf1-4694-a464-fd1fbc5efac8/RC-B_06_15.png\" data-asset-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" data-image-id=\"585e7199-f633-484b-848b-240ad3fc5b82\" alt=\"\"></figure>\n<figure data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/645ea1b5-5d5a-4f25-8854-9a354d50549e/RC-B_06_16.png\" data-asset-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" data-image-id=\"ab27f060-081b-4cf3-8303-26d57322e1ec\" alt=\"\"></figure>\n<p>You can also decide if you want to see loads or the ultimate point in the diagram. It can be changed in the top ribbon in the Draw points toolbar.</p>\n<p>In the Grid of interaction surface sections toolbar, you can adjust the grid of the interaction diagrams.</p>\n<p>And the interaction diagrams can be also exported to the text file or to the spreadsheet. To do it use tools in the Interaction diagram export toolbar.</p>\n<h4>Evaluation of interaction diagram</h4>\n<p>There are three methods to evaluate interaction diagram.&nbsp;</p>\n<figure data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00b9e293-5541-4648-a2fb-eea67c94a21c/RC-B_06_17.png\" data-asset-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" data-image-id=\"03bac79f-b627-4add-83e4-1f9f3e215d1f\" alt=\"\"></figure>\n<p><strong>NuMuMu</strong> - cross-sectional resistance is determined assuming a proportional change of all components of acting internal forces.</p>\n<p><strong>NuMM</strong> -<strong> </strong>cross-sectional resistance is determined assuming constant bending moments.</p>\n<p><strong>NMuMu</strong> - cross-sectional resistance is determined assuming constant normal force.</p>\n<h3>Interaction sections + Section</h3>\n<p>Secondly, we can display Interaction sections for more extremes. To do it simply change the Type of results in the top ribbon. You will then see all the extremes drawn to one (or more) interaction section. If the interaction sections differ for individual extremes, you can get the program to display them with different colours. It can be done in the top ribbon in the Colour settings toolbar. You can also limit the number of displayed diagrams in the Drawing settings toolbar.</p>\n<figure data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72f58eef-689f-4538-88a7-2d6d67cdb827/RC-B_06_18.png\" data-asset-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" data-image-id=\"f205a0b0-e1c9-48f4-b6dc-43c284d1660c\" alt=\"\"></figure>\n<h3>ULS eccentricity</h3>\n<p>Finally, you can display the diagram of an eccentricity of normal force depending on normal forces. It can be again displayed for Extreme or for Section.&nbsp;</p>\n<figure data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7e1b15ea-8e42-4245-853f-89af44ef9752/RC-B_06_19.png\" data-asset-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" data-image-id=\"303a896d-a3e8-460f-af0b-f97a3c0f20e9\" alt=\"\"></figure>\n<h2>Shear</h2>\n<p>The second tab for ULS checks is the Shear. All of the calculations are done according to EN 1992-1-1 article 6.2. You can control the theta angle at the top ribbon. This angle governs the inclination between concrete struts and the beam axis perpendicular to the shear force. Or you can use the Strut optimization function, which can find the most effective angle automatically.&nbsp;</p>\n<figure data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e385fbfc-4c5d-45ec-a5b2-d1db90b2652e/RC-B_06_20.png\" data-asset-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" data-image-id=\"3a0f2815-204e-4763-9aa7-1e96dd08b6f7\" alt=\"\"></figure>\n<p>You can of course calculate the Shear capacity for both directions, but you have to be aware of the angle between the in-plane gradient of the strain plane and the resultant shear forces. The program can automatically calculate the effective depth of the cross-section <em>d</em>, inner lever arm <em>z</em>, and the effective width <em>b</em><em><sub>w</sub></em>, but if the angle exceeds 20 degrees, the values of effective depth and lever arm and consequently strength in shear could be affected. So it is recommended to set these values manually in the Reinforcement editor -&gt; User settings -&gt; Cross-section.</p>\n<figure data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2f641c22-813c-4c3a-ba44-3e6c9c5859cd/RC-B_06_21.png\" data-asset-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" data-image-id=\"92f75867-bd21-402b-accf-37ad06c8ec53\" alt=\"\"></figure>\n<ul>\n  <li>Read the following article to know - <a data-item-id=\"20140238-707b-59c0-86f2-a824eaf6787a\" href=\"\"><strong>How to set the lever arm properly</strong></a></li>\n</ul>\n<p>If you want to know what is behind read the following article: <a data-item-id=\"a42a6426-b702-4eba-b703-d55b11365bad\" href=\"\"><strong>Shear</strong></a>. In the <strong>Lever arm of internal forces</strong> chapter, you can find an explanation of why to set manually the values of effective depth and lever arm.</p>\n<p>Another important topic is the evaluation of the shear in circular sections. Read the following article to learn how IDEA StatiCa RCS can solve such an issue - <a data-item-id=\"6f90f137-b429-4f05-8c59-2f834c651a95\" href=\"\"><strong>Shear in RCS - circular cross-sections</strong></a></p>\n<h2>Torsion</h2>\n<p>The next tab for ULS checks is the Torsion. All of the calculations are done according to EN 1992-1-1 article 6.3. The theta angle is of course shared with the shear check and can be defined in the top ribbon as well as in the shear check.&nbsp;</p>\n<figure data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1e8b01d-c1cd-4cfc-bed1-f7170844acc9/RC-B_06_22.png\" data-asset-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" data-image-id=\"eff167ad-ad28-4bd1-b3b6-d83c43efc83f\" alt=\"\"></figure>\n<p>The equivalent thin-walled section can be created automatically based on the selected stirrup. If the situation is simple as in the following figure, there is no problem.</p>\n<figure data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d209c3e4-6257-44c7-b948-a99c4be4ad43/RC-B_06_23.png\" data-asset-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" data-image-id=\"23e28d0b-1d85-4dba-b922-0d73373a0469\" alt=\"\"></figure>\n<p>But in the case of complicated cross-sections like box girder bridges or general shapes, where multiple stirrups are usually defined for torsion, the automatic creation of the equivalent thin-walled section is not enough. In that case, go to Reinforcement editor -&gt; User settings -&gt; Torsion and do the manual input.</p>\n<figure data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ef86159-2d5b-4d31-888c-2d1ba36aee30/RC-B_06_24.png\" data-asset-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" data-image-id=\"f2e5585a-4978-4ec9-9761-1528048bebf2\" alt=\"\"></figure>\n<p>Again the theory behind the torsion calculation is described in the following article: <a data-item-id=\"0f49a9be-8632-4dc8-ad0d-c692a14ab752\" href=\"\"><strong>Torsion</strong></a>.</p>\n<h2>Interaction</h2>\n<p>The interaction between shear force and torsion can be calculated as well as the interaction between shear torsion and bending. You can check concrete, shear reinforcement and longitudinal reinforcement. All theory about interaction is described in the following article: <a data-item-id=\"1dd237d8-efd5-4460-9bb9-b72a65dbef5d\" href=\"\"><strong>Interaction</strong></a></p>\n<figure data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b08ea329-0fbb-4e64-ae4a-f5f6e63ce810/RC-B_06_25.png\" data-asset-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" data-image-id=\"c0ab7116-0afc-419f-a2db-36b56104b85b\" alt=\"\"></figure>\n<p>But the question is: Is it necessary to always check the interaction between all of the forces (V+T+M)? If not, where should I check what?</p>\n<p>You have to check N-M-M capacity everywhere of course. But what about shear? Follow article 6.2.3 (5) from EN 1992-1-1 where you can read that you don't have to always use the full value of the shear force to check the shear reinforcement.</p>\n<p>For longitudinal reinforcement above support, the entire interaction is not always necessary as well. To learn more read article 6.2.3 (7) from EN 1992-1-1. To exclude the additional tensile force in the longitudinal reinforcement due to shear go to Navigator -&gt; Design member and turn on Limited interaction check.</p>\n<figure data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1027c071-381e-42db-b817-dc98e7a61394/RC-B_06_26.png\" data-asset-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" data-image-id=\"28f9456c-35b7-4a6b-b0e3-50c359134105\" alt=\"\"></figure>\n<p>After that, you still have to choose the combination for the limited interaction check. It can be done in Navigator -&gt; Internal forces.</p>\n<figure data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/68271571-4736-44cf-a975-0dd0667c75b4/RC-B_06_27.png\" data-asset-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" data-image-id=\"a94ae749-3f49-4ec6-9cc7-86bf7293afc0\" alt=\"\"></figure>\n<p>Read the following article where you can find how <strong>the longitudinal force caused by shear and torsion is applied to the cross-section</strong>.</p>\n<ul>\n  <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\"><strong>Interaction code-check improvements&nbsp;</strong></a></li>\n</ul>\n<h2>Response N-M-M</h2>\n<p>This type of calculation can find the response of the cross-section when the load is applied. The results (stress and strain) are then compared with the limits determined by the ultimate limit strain method.</p>\n<figure data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/78d7ee2e-4f85-4e97-9a7f-bc8474c6dc07/RC-B_06_30.png\" data-asset-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" data-image-id=\"f28107d1-1db9-4d8b-bcff-a7264b14f7ca\" alt=\"\"></figure>\n<p>There are four different options for displaying results. Note that they are the same for Interaction.</p>\n<ul>\n  <li>2D</li>\n  <li>3D</li>\n  <li>3D forces</li>\n  <li>Diagram</li>\n</ul>\n<p>You can switch between them on the top ribbon. In the previous figure, the 2D displaying option was shown. If the option is selected, you can display a rotated cross-section or rotated results.&nbsp;</p>\n<figure data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cda2413a-36ac-4e5a-846a-0ad673e0fa6f/RC-B_06_31.png\" data-asset-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" data-image-id=\"c90ca42a-794d-46e4-b3c5-c48f99130824\" alt=\"\"></figure>\n<p>In the figure, the results were outside of the cross-section. If you need, the results can be also shown inside the section.</p>\n<figure data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/edadacea-aa94-4c88-9043-7a7550e781dc/RC-B_06_32.png\" data-asset-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" data-image-id=\"d4f9f758-aa7d-44ac-a59a-06d159d657d1\" alt=\"\"></figure>\n<p>For the 2D view, you can turn off / on strain and stress in concrete and reinforcement, adjust the labels, modify the results graph, add dimension lines, and bar numbers, and display extreme fibre or extreme bar. All of these view settings are available in the top ribbon in the different toolbars.</p>\n<figure data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c743d7b7-7ff7-4495-8e0e-6da2391cc06b/RC-B_06_33.png\" data-asset-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" data-image-id=\"7072c791-55a4-481c-a885-b3af83e623e4\" alt=\"\"></figure>\n<p>The 3D view is shown below. It can help you to understand the results of the cross-section affected by both bending moments <em>M</em><em><sub>y</sub></em> and <em>M</em><em><sub>z</sub></em>.</p>\n<figure data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54c0b813-e8de-4163-9107-bc14609a9d9f/RC-B_06_34.png\" data-asset-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" data-image-id=\"6de19521-3ac8-4311-8d24-2d8fee7c1ee3\" alt=\"\"></figure>\n<p>In 3D forces view, you can display the resultant forces for concrete in compression and reinforcement under the tension as well as under the compression. The normal force on eccentricity is also shown.</p>\n<figure data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba9eb04f-df21-45ba-ad5c-bcafeb46e5ca/RC-B_06_35.png\" data-asset-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" data-image-id=\"2245bebb-6e76-4ef2-9d60-8b0eae001a33\" alt=\"\"></figure>\n<p>The last type of view is the Diagram. Here you can display the stress-strain diagram for each reinforcement bar and for each fibre in concrete.</p>\n<figure data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/803f3516-d85b-4c1e-836e-ad258c0d8bed/RC-B_06_36.png\" data-asset-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" data-image-id=\"8ef5bfcf-e8a5-4b8d-b1c7-19fa98a641a4\" alt=\"\"></figure>"
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                                                            "value": "<p>IDEA StatiCa Connection stelt u in staat uw staalverbindingen niet alleen volgens uw norm te ontwerpen, maar u kunt ook uw model optimaliseren. Tot nu toe was het alleen gebaseerd op de ervaring van de ontwerper om te beslissen welk type bouten, lassen, platen of iets anders moest worden gebruikt, dus de verbinding is nog steeds veilig maar ook kostentechnisch efficiënt.</p>\n<p>We hoorden veel telefoontjes van staalfabrikanten die IDEA StatiCa gebruiken om de aansluitkosten in één oogopslag te zien. Het is duidelijk dat wat een paar dollar kan zijn voor een enkele verbinding, een fortuin betekent voor de hele constructie.&nbsp;</p>\n<p>Daarom biedt de nieuwe <strong>IDEA StatiCa versie 20.1</strong> als een van de belangrijkste nieuwigheden de mogelijkheid om <strong>productiekosten</strong> te berekenen.</p>\n<p>Met deze nieuwe functie kunt u heel snel de uiteindelijke prijs van het gemaakte ontwerp inschatten en optimaliseren. Uiteraard met daarbij de belangrijkste factor, de veiligheid, in het achterhoofd.</p>\n<p>Prijzen van afzonderlijke verbindingscomponenten kunnen eenvoudig worden gespecificeerd op basis van kosten per gewichtseenheid in Instellingen. Op dit moment kunnen kosten worden gedefinieerd voor vier basisentiteiten:</p>\n<ul>\n  <li>Stalen onderdelen (platen en toegevoegde stalen onderdelen, afhankelijk van de kwaliteit)</li>\n  <li>Lassen (enkele en dubbele hoeklassen, stompe lassen, afhankelijk van de lasgrootte)</li>\n  <li>Boutassemblages (afhankelijk van klasse en diameter)</li>\n  <li>Gaten boren (als percentage van de montagekosten van de bouten)</li>\n</ul>\n<figure data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81256ef2-3d90-4c6a-96c8-28f650006dd0/Settings.png\" data-asset-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" data-image-id=\"054c5577-3ad0-436d-87c0-9324ab5a84ba\" alt=\"kosten instellingen in IDEA CONNECTION\"></figure>\n<p>De resulterende waarde wordt weergegeven in het hoofdscherm. De kosten worden in realtime bijgewerkt op basis van de bewerkingen die in het ontwerp zijn gebruikt.</p>\n<figure data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6899abc-8188-4b4c-9804-f840c0415a20/cost%20estimate.png\" data-asset-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" data-image-id=\"cf1d5615-88aa-41c8-9238-6f9a554d31e9\" alt=\"kosten van de bewerkingen van de staalverbinding in IDEA CONNECTION\"></figure>\n<p>De valuta kan opnieuw worden ingesteld volgens uw lokale voorkeuren in Instellingen.</p>\n<p>Als u wilt dat uw kostenraming deel uitmaakt van uw eindrapport, is dat geen probleem. Kies deze mogelijkheid gewoon in de rapportinstellingen voor projectitems.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"\"></figure>\n<h3>Hoe het werkt</h3>\n<p>Bekijk het webinar-gedeelte waarin onze collega Ryan de functie Kostenraming uitlegt.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5bd311d3_5bdb_0164_4a7f_6d3f6699dba0\"></object>\n<h2>Test de nieuwe versie</h2>\n<p>Kostenraming is zeker niet de enige verbetering van de nieuwe IDEA StatiCa versie 20.1 die begin oktober werd geïntroduceerd. Vind het complete overzicht van nieuwe functies en verbeteringen voor het ontwerp van stalen verbindingen in onze <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes</a>.</p>\n<p>De beste manier om ze allemaal te leren kennen, is door ze zelf te proberen. <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">Download</a> gewoon de nieuwe versie en vraag om uw gratis proefperiode van 14 dagen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05aba92e_4e6e_0162_4880_9346b4dc3977\"></object>"
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                                            "value": "<p>Prices of individual connection components can be specified on a cost per unit weight basis in Settings. Costs can currently be defined for four basic entities:</p>\n<ul>\n  <li>Steel parts (plates and added steel members, grade dependent)</li>\n  <li>Welds (single and double fillet welds, ½ V&nbsp;and K&nbsp;butt welds, weld size dependent)</li>\n  <li>Bolt assemblies (grade and diameter dependent)</li>\n  <li>Hole drilling (as a percentage of bolt assembly cost)</li>\n</ul>\n<p>The resulting value is presented in the 3D scene and is updated according to manufacturing operations used in the design. Detailed cost calculation is an optional part of the calculation report.</p>\n<figure data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e456d36-8017-4016-bf33-b746e81ced0d/Cost%20estimation%204.png\" data-asset-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" data-image-id=\"49b0f2a3-0cec-40cd-acc9-398563b3ca55\" alt=\"Report (Cost estimation)\"></figure>\n<h3>See how it works</h3>\n<p>Watch the webinar recording part where our colleague Ryan introduces the Cost estimation feature.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8749303e_3bb2_018f_de6d_d95c29f6b971\"></object>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bccca1aa_23d9_01fd_ea1a_483e20dce92f\"></object>"
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                                                            "value": "<p>Hier volgen <strong>5 van de meest nuttige versnellingen &nbsp;in de workflow voor het ontwerpen van verbindingen</strong> Deze kunt u gebruiken om wat kostbare tijd te besparen.</p>\n<h2>#1 BIM-links</h2>\n<p>De BIM-koppelingen tussen FEA-constructiesoftware voor berekening en CAD-applicaties voor het detailleren van modellen zijn intussen algemeen bekend. U kunt constructie voor de hoofdberekening, randvoorwaarden, materiaal- en doorsnede-eigenschappen van de ene software &nbsp;naar de andere gebruiken.</p>\n<p>Maar hoe zit het met de &nbsp;export &nbsp;van de staafverbindingen?</p>\n<p>Er zijn verschillende toepassingen voor het detailleren van verbindingen, die het mogelijk maakten om van elke verbinding een 3D-model tot in het kleinste detail te modelleren. Maar wanneer je wilt controleren of alles werkt zoals het hoort, dan moet je een apart rekenmodel modelleren met een hoge mate van onnauwkeurigheid.</p>\n<p>Dat hoeft nu niet meer !</p>\n<p>Er is geen snellere manier om een complexe staalconstructie-verbinding te beschouwen en het norm-controle rapport te maken. Met het gebruik van de BIM-link-functie die is ontwikkeld en geïmplementeerd in de IDEA StatiCa-producten, kunt u veel dubbel werk voorkomen.</p>\n<p>Er zijn niet meer dan drie basisstappen nodig:</p>\n<p>1. Exporteer de verbinding van uw CAD-app naar IDEA StatiCa Connection. U kunt eenvoudig het 3D-model gebruiken dat u al in de CAD-applicatie hebt uitgewerkt.</p>\n<p>2. Exporteer de lasteffecten van uw FEA-app naar IDEA StatiCa Connection, waar u interne knoopkrachten toepast die al zijn berekend in uw hoofdberekening.</p>\n<p>3. Mix &nbsp;beide inputs in IDEA StatiCa en kun je alles bekijken waarin je geïnteresseerd bent.</p>\n<p>Natuurlijk moet je soms de verbinding optimaliseren na de eerste poging, maar met de ‘synchroniseer’ functie voelt het iteratieproces meer als leuk aan dan als het werk.</p>\n<p>Oké - misschien is het niet lang leuk als je dit toch moet doen om verschillende knopen achter elkaar te controleren. Daarom is de ‘bulkselectie’ ontwikkeld! Met deze functie kunt u meerdere verbindingen vanuit CAD tegelijk selecteren en deze automatisch beoordelen. Onze blogpost - <a data-item-id=\"57d37a52-71c7-4b49-8a98-df21117d0e44\" href=\"\">blog post - Bulk selection</a> behandelt dit onderwerp in meer detail.</p>\n<p>Het is een droom die uitkomt voor iedereen die betrokken is bij staalverbindingen! Dit type semi-automatische workflow is vooral gunstig voor personen die verantwoordelijk zijn voor het ontwerp van de verbinding, de beoordeling en de controle van de norm.</p>\n<figure data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4116a35a-d28e-4e45-879b-844f4f1996a2/BIM-links_03.png\" data-asset-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" data-image-id=\"c9562519-5211-43fd-be7f-1250f2256d6f\" alt=\"Beschikbare BIM Links met IDEA StatiCa\"></figure>\n<p>Er wordt door ingenieurs veel verschillende software gebruikt. En dienovereenkomstig vindt u tal van tutorials die hun BIM Link met IDEA StatiCa beschrijven. <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">Tutorial - Hoe Tekla en SAP2000 te combineren</a>, behoort tot de meest populaire.</p>\n<p>Omdat BIM-koppelingen cruciaal zijn voor een efficiënte workflow, is er nooit vooruitgang in de ontwikkeling van functies voor een nog beter gebruik door ingenieurs. Daarom is het goed om een van onze recente webinars te volgen -<a data-item-id=\"2d19ed52-e2a0-46e1-a262-f4a52ae62025\" href=\"\"> De nieuwste functies van CAD BIM-koppelingen </a>- om geen enkele nieuwe widget te missen.</p>\n<h2>#2 Kant en klare templates gebruiken</h2>\n<p>Je hoeft het wiel niet keer op keer uit te vinden.&nbsp;</p>\n<p>Hoewel elke constructie op de een of andere manier uniek is, is het zeer waarschijnlijk dat het soort verbinding dat u gaat ontwerpen al eerder door iemand is geconstrueerd.</p>\n<h3>Starting wizards</h3>\n<p>In veel gevallen kunnen sjablonen voor het starten het meeste modelleerwerk voor u doen. Net nadat u de software heeft gestart, vindt u meer dan 250 sjablonen die wachten op verdere optimalisatie.</p>\n<figure data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6150087e-ef56-4020-ae6a-3b98b88af8ea/initial%20template.png\" data-asset-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" data-image-id=\"ee34428b-59f1-48e5-a0d6-82318c74a0bc\" alt=\"Kant en klare sjablonen in IDEA CONNECTION\"></figure>\n<p>Voor een inleiding tot deze sjablonen kunt u onze blogpost over de <a data-item-id=\"c6fcb894-3dfa-48d1-a36c-1c48cc3886cc\" href=\"\">New wizard templates</a> raadplegen.</p>\n<h3>Rechtermuis-klik (dynamisch)modelleren</h3>\n<p>Een geweldige functie van dynamische modelleren wordt geactiveerd met de <strong>rechtermuisknop</strong>. Het is alsof je tegen de app zegt: ‘ok, en verbind nu deze twee leden met elkaar, alsjeblieft’, maar dan veel sneller. Met een paar muisklikken creëert u en meerdere modelleerbewerkingen tegelijk.</p>\n<figure data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/671e87de-63bc-4295-9d5f-3ecde54ee030/dynamic%20template.png\" data-asset-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" data-image-id=\"8c783e08-f626-4d4b-957a-40cbed224667\" alt=\"rechtermuisklik dynamisch modelleren in IDEA CONNECTION\"></figure>\n<p>Het wordt ten zeerste aanbevolen om vertrouwd te raken met de functies van de &nbsp;<a data-item-id=\"9bfc865c-7198-59fe-8ddb-b85f1476c45a\" href=\"\">Rechtermuisknop menu</a>&nbsp;, aangezien deze de meest bruikbare en meest benodigde functies bevatten.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6ddba5d3_cc28_0132_888e_11b9872711ad\"></object>\n<h3>Pre-design</h3>\n<p>Deze progressieve functie creëert de verbindingen volgens de vooraf gedefinieerde parameters - Op basis van het percentage van de doorsnede weerstand van de aangesloten staaf.</p>\n<figure data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e75d2bc-c410-460a-abdb-05c37df0dee1/pre-design%20settings_02.png\" data-asset-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" data-image-id=\"3d035d23-ca5d-4534-9494-d8bf3a90b167\" alt=\"Pre design instellingen in IDEA CONNECTION\"></figure>\n<p>Als u deze functie eenmaal ontdekt en gebruikt, zult u er niet meer mee stoppen. Ga er nu meteen naar toe via ons artikel gewijd aan <a data-item-id=\"668f9fb3-5a55-4d20-bdd2-4b12f9a62d36\" href=\"\">Pre-design</a>.&nbsp;</p>\n<figure data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1bb2590-4744-4aab-bd1c-63b160972545/pre-design_02.png\" data-asset-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" data-image-id=\"ba70a8a5-0b57-45ac-ba7f-960016d620af\" alt=\"Pre-design voorstel door IDEA op basis van uitnutting van de staaf\"></figure>\n<h3>Gebruiker-gedefinieerde sjablonen</h3>\n<p>Het komt vrij vaak voor dat elke constructeur of constructiebedrijf zijn eigen specifieke stijl heeft waarin de staalverbindingen worden ontworpen en vervaardigd. Deze details variëren afhankelijk van de regio en gebruiken. Daarom is het niet mogelijk om een aantal verbindingen tot stand te brengen die alle gebruikers in gelijke mate bedienen.</p>\n<p>Maar het is mogelijk (en ten zeerste aanbevolen) voor alle gebruikers om te werken met zelfgemaakte sjablonen. Deze functie wordt gedekt door de templatemanager.</p>\n<figure data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/664a94be-3973-4cfa-84a7-ca2491b434fb/user%20template_02.png\" data-asset-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" data-image-id=\"bf57d3f5-f176-4f62-934f-1beb81dadc5f\" alt=\"Gebruiker gedefinieerde sjablonen in IDEA CONNECTION\"></figure>\n<p>Hier kunt u verbindingssjablonen opslaan en beheren, geheel volgens uw gewoonten en behoeften. Hoe u ze kunt opslaan en opnieuw kunt gebruiken, wordt besproken in ons <a data-item-id=\"eb5ed311-0f6d-55c8-af67-aef19c91bcde\" href=\"\">webinar - Templates and sharing</a>..</p>\n<h3>Voorbeeldprojecten</h3>\n<p>Er zijn tientallen voorbeelden van verbindings-ontwerp projecten beschikbaar in het <a data-item-id=\"9dd490a2-80ce-4ea3-9281-fdd878761669\" href=\"\">Support Center</a>, en we voegen er continu meer aan toe scharnierende, geboute of gelaste verbindingen, dogbones, balken, voetplaten, ankers, wat je ook maar nodig hebt ...</p>\n<figure data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/24b39ff0-cbf0-48e4-afcc-0e3705185d45/Sampe%20projects.png\" data-asset-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" data-image-id=\"c5414e0e-a3d8-4fc3-8679-47e5eb2822e1\" alt=\"Voorbeeldprojecten in IDEA CONNECTION\"></figure>\n<p>U kunt eenvoudig &nbsp;het ontwerp vinden dat het meest geschikt is voor uw ontwerp, downloaden en het aan uw eigen project aan passen. <strong>Eenvoudig, duidelijk, gratis</strong>. Met de categorie &nbsp;<a href=\"https://www.ideastatica.com/support-center/all?category=sample_project\">Voorbeeldprojecten</a> kunt u nieuwe inspiratie opdoen en ook het overzicht van de mogelijkheden van IDEA StatiCa ontdekken.&nbsp;</p>\n<h2>#3 Support center artikelen</h2>\n<p>Vaak wordt het grootste deel van de ontwerptijd besteed aan het zoeken naar geschikte informatie met betrekking tot de specifieke constructie, norm-vereisten of specifieke kenmerken van het ontwerp. Dit zou de cruciale tijdwinst kunnen zijn: betrouwbare informatiebron (zonder lang zoeken in handboeken over ontwerpen of verschillende internetbronnen).</p>\n<p>IDEA StatiCa <a href=\"https://www.ideastatica.com/support-center\">Support center</a> is een complexe informatiebron van hoge kwaliteit - het bevat veel informatie gewijd aan het ontwerp van verbindingen. En met een robuust en geavanceerd zoekalgoritme krijgt u de beste resultaten die aan uw behoeften voldoen.</p>\n<p>Eén woord en je krijgt tal van bruikbare hulpbronnen.</p>\n<figure data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/49a5c22e-f825-4865-8de1-4cfff10c1f55/Support%20center_02.png\" data-asset-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" data-image-id=\"bcc6c3e2-34cb-46e9-882d-ca692f65a15e\" alt=\"Support Center op www.ideastatica.com\"></figure>\n<p>Aangezien wij allemaal verschillende bronvoorkeuren hebben, kunt u een vorm van informatie kiezen die aansluit bij uw werkelijke behoeften. Informatie wordt in verschillende vormen verstrekt.</p>\n<p>Kijk maar eens hoeveel inhoud met betrekking tot staalverbindingen alleen voor u beschikbaar is (gegevens februari 2021):</p>\n<ul>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">69 webinars</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=webinar\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">34 tutorials en BIM link tutorials</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=knowledgebase_article&amp;category=faq\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">meer dan 200 knowledge base artikelen</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/all?product=connection_design&amp;category=verification_example&amp;category=scientific_article\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">80 verificatie artikelen en voorbeelden</a>,</li>\n  <li><a href=\"https://www.ideastatica.com/support-center/sample-projects-for-steel-connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">50 voorbeeldprojecten&nbsp;</a></li>\n  <li>en meer</li>\n</ul>\n<h2>#4 Online IDEA CONNECTION Viewer</h2>\n<p>Een van de snelste manieren om uw ideeën over het verbindingsontwerp te communiceren, is door uw 3D-model via de webbrowser aan uw zakenpartners in de cloud te laten zien (zie bijv. <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">blog post - Project Viewer</a>).</p>\n<p>De voordelen van dit soort communicatie liggen voor de hand:</p>\n<ul>\n  <li>uw partner hoeft de IDEA StatiCa-applicatie niet te hebben gekocht of geïnstalleerd,</li>\n  <li>een internetverbinding en webbrowser zijn de enige benodigdheden,</li>\n  <li>het is kosteloos voor beide partijen,</li>\n  <li>het 3D-model hoeft niet via software van derden naar 2D-tekeningen te worden geëxporteerd, terwijl de kijker het rechtstreeks naar het algemene DWG-formaat kan exporteren.</li>\n</ul>\n<h2>#5 GitHub IDEA Open Model</h2>\n<p>Als u uw eigen specifieke FEA-applicatie gebruikt of uw verbindingen in uw eigen CAD-software modelleert, kunt u nog steeds gebruik maken van de kracht en voordelen van IDEA StatiCa-producten. Onze ontwikkelaars hebben een Application Programming Interface (API) voorbereid voor onderlinge link tussen verschillende software via het IDEA Open Model (IOM).</p>\n<p>En wat is het belangrijkste voordeel van de implementatie van deze functie?</p>\n<p>U kunt nog steeds uw eigen software gebruiken waarvoor u al hebt betaald, en de IDEA StatiCa-producten - beide software onafhankelijk. Maar dan moet je twee keer wat werk verzetten.</p>\n<p>Of u kunt het IDEA Open Model implementeren en het voordeel van directe import-export &nbsp;gaan gebruiken en vermijden om alles dubbel te modelleren.</p>\n<p>Je kunt alle benodigde details vinden in onze &nbsp;<a data-item-id=\"f38cae61-35a0-50a4-8bf6-e729d2901cb4\" href=\"\">blog post - IDEA Open Model</a> gewijd aan dit onderwerp of rechtstreeks op de <a href=\"https://github.com/idea-statica\">GitHub web page</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_a1697b4\"></object>"
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                                            "value": "<p><em>This article contains outdated information. Please refer to the </em><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><em>updated version</em></a><em>.</em><strong><br>\n</strong><br>\nThe feature is in its early stage and was primarily implemented for I-shaped cross-sections, and these are the most common manufacturing operations:</p>\n<ul>\n  <li>Fin plate</li>\n  <li>Splice</li>\n  <li>Shear endplate</li>\n  <li>Flush and extended endplate</li>\n  <li>Welds</li>\n</ul>\n<figure data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fe81f7b8-de53-4bee-870f-9f093c8a67af/Predesign.png\" data-asset-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" data-image-id=\"1cb14bfd-c686-4740-868b-80f42863ada6\" alt=\"\"></figure>\n<p><strong>How does it work?&nbsp;</strong></p>\n<p>Pre-design reads input data from the properties table of the given manufacturing operation and then creates a suggested initial design. In general, material and geometrical data of the connected members, bolt assembly, and weld data are all read as inputs for the process of pre-design. As a result (output), plate thickness, weld sizes, number, and layout of bolts are generated.</p>\n<p>The resulting design is roughly based on the resistance of the connected cross-sections or plates. The percentage of this resistance can be modified in pre-design settings (top ribbon). A higher percentage will yield more robust designs.</p>\n<p>There are several other preferences you can change in Settings, including preferred dimension increments for plate thicknesses, weld size, and bolt spacing.</p>\n<figure data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b217c327-fd02-497b-b27d-50f0ea603737/Predesign%202.png\" data-asset-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" data-image-id=\"969c7bd4-1ce0-4944-9f8c-e26f73912be9\" alt=\"\"></figure>\n<p>In case a given operation is supported, you can call pre-design by right-clicking the operation name in the tree of operations, or by clicking the button in the orange tab at the top of the operation property grid. Pre-design is also called automatically on creating a new operation. It is also possible to get the pre-design in batch for all supported operations just by right-click on Operations in the tree.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9d9f2175_2fb6_0188_90b1_9042c6e3f3cf\"></object>"
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                                            "value": "<p>A new and simple option on how to set the load effects was added into IDEA StatiCa Connection 20.1. The members can be loaded by a defined percentage of the capacity of its cross-section. The setting of loads as a percentage of cross-section capacity is meant mainly as a simple tool. Setting loads in equilibrium is preferred.</p>\n<p>The cross-sectional properties can be viewed in the Materials tab. Torsion is disabled because the member resistance in torsion cannot be clearly determined due to unknown warping constraints.&nbsp;</p>\n<figure data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d721a504-2651-4725-ab58-42d00a534802/Percentage%20loading.png\" data-asset-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" data-image-id=\"870d1a47-7d7a-45c4-82ef-283c2ded3235\" alt=\"Percentage loading\"></figure>\n<p>The internal forces for load effects are calculated as follows:</p>\n<ul>\n  <li>Normal load:\n    <ul>\n      <li>\\(N=A \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n  <li>Shear load:&nbsp;\n    <ul>\n      <li>\\(V_z =\\frac{A_z \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n      <li>\\(V_y =\\frac{A_y \\cdot f_y}{\\sqrt{3} \\cdot \\gamma_{M0}}\\)</li>\n    </ul>\n  </li>\n  <li>Bending moment:\n    <ul>\n      <li>\\(M_y = W_{el,y} \\cdot f_y / \\gamma_{M0}\\)</li>\n      <li>\\(M_z = W_{el,z} \\cdot f_y / \\gamma_{M0}\\)</li>\n    </ul>\n  </li>\n</ul>\n<p>Note that \\(\\gamma_{M0}\\) is a material safety factor and its designation may be different among the codes. Also note that some codes, such as AISC, use slightly different values for shear loading, e.g. 0.6. However, in IDEA StatiCa Connection, the formulas follow von Mises yield criterion and are the same among all the codes.&nbsp;</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<p>Om de belastingen te definiëren, kunt u een van deze vijf opties gebruiken:</p>\n<ol>\n  <li><a href=\"#manual_input_table\">Manual input into the table</a> (Handmatige invoer in de tabel)</li>\n  <li><a href=\"#manual_input_spreadsheet\">Manual input from a spreadsheet</a> (Handmatige invoer vanuit een spreadsheet)</li>\n  <li><a href=\"#automatic_import_checkbot\">Automatic import using the BIM link (IDEA StatiCa Checkbot)</a> (Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot))</li>\n  <li><a href=\"#load_transfer\">Load transfer from one Connection project to another</a> (Belastingoverdracht van een verbindingsproject naar een ander)</li>\n  <li><a href=\"#percentage_load\">Percentage load based on the capacity of the cross-section</a> (Procentuele belasting op basis van de doorsnedecapaciteit)</li>\n</ol>\n<p>Laten we nu eens kijken naar elke optie op de lijst.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"df416bb8_895c_0106_b535_6da2fdf0ae7e\"></object>\n<h2>1. &nbsp;Handmatige invoer in de tabel</h2>\n<p>This is the basic and&nbsp;straightforward procedure: In the table of loads, you can load members by the set of six internal forces.&nbsp;</p>\n<p>Dit is de basis en eenvoudige procedure: In de belastingtabel kunt u de elementen laden met de set van zes interne krachten.&nbsp;</p>\n<p>Op basis van de geselecteerde optie \"Belastingen in evenwicht\" wordt onderaan de tabel met onevenwichtige krachten weergegeven. (Opmerking: Als de optie is uitgeschakeld, kunt u geen belasting op het ondersteunende element toepassen. Voor meer, ga naar <a data-item-id=\"f32270b7-97ff-5d81-94b7-35e6b51c7dde\" href=\"\">Evenwicht en ondersteunende elementen</a>).&nbsp;</p>\n<figure data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a057a28e-1b23-4520-9835-293a9495f08a/Load%201.png\" data-asset-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" data-image-id=\"7d2f3aad-9708-49aa-b79d-6ce1b60f5188\" alt=\"\"></figure>\n<p>In de bovenste balk, boven de belastingtabel, of in het rechtermuisknop-menu zijn verschillende acties beschikbaar. U kunt meerdere belastingsgevallen definiëren, bestaande gevallen kopiëren of verwijderen, of enkele belastingsgevallen voor de analyse uitschakelen (deze zullen niet worden geëvalueerd).&nbsp;</p>\n<figure data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e208c1ea-d452-485c-bbf0-e1eb2e725b57/Load%202.png\" data-asset-id=\"05c7d640-2173-4624-93fc-412284df6398\" data-image-id=\"05c7d640-2173-4624-93fc-412284df6398\" alt=\"\"></figure>\n<p>Om het diagram van het buigmoment op het geselecteerde element weer te geven, schakel de weergavemodus over naar <strong>Wireframe</strong> (rechterbovenhoek van de 3D-scène) en selecteer het element in de belastingtabel. De rode belasting in de scène vertegenwoordigt de belasting in de steun (reacties).&nbsp;</p>\n<figure data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/66b57ca3-a0bb-41e1-b614-1c677b84c045/Load%203.png\" data-asset-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" data-image-id=\"542bb31c-b99f-4d11-94f8-341f9e352be9\" alt=\"\"></figure>\n<p>Op basis van het geselecteerde modeltype worden de corresponderende cellen in de belastingtabel \"vergrendeld\" ( verhindert invoer). Zie meer in het artikel <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Model van een enkele boutverbinding (modeltype</a>).&nbsp;</p>\n<figure data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca5527b0-5084-4c61-afd5-6500cc0c0e31/Model%20type%202.png\" data-asset-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" data-image-id=\"16d418dc-b1de-4b0a-94b9-fc79a9455a4b\" alt=\"\"></figure>\n<p>Om de units te wijzigen, zie <a data-item-id=\"832da2a8-6d89-4598-84c5-dfc30515c634\" href=\"\">How to change units in IDEA StatiCa Connection</a> (Hoe units te wijzigen in IDEA StatiCa Connection).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c88b8f4_4308_0197_9770_0764433a3ae8\"></object>\n<h2>2. &nbsp;Handmatige invoer vanuit een spreadsheet</h2>\n<p>Om tijd te besparen of de belasting over te brengen vanuit een ander bronbestand (het kan uw globale analysemodel zijn of gewoon een ander IDEA StatiCa Connection-model), is er een optie om de belastingswaarden van de tabel in bulk in te voeren vanuit een spreadsheet. Gebruik hiervoor de <strong>XLS Import </strong>knop in de bovenste balk.</p>\n<figure data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b21bb9e8-28c4-45a1-a883-c013396a481e/Load%204.png\" data-asset-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" data-image-id=\"b0bdeb04-45c9-41cd-8f4a-97b8207e9997\" alt=\"\"></figure>\n<p>In de figuur bestaat de Excel-tabel uit drie belastingsgevallen. Gewoon <strong>copy + paste</strong> van de waarden (CRTL+C en CTRL+V).</p>\n<figure data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/41f5be3f-578c-4f67-bd37-d40c85307534/Load%205.png\" data-asset-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" data-image-id=\"7b1bd5ba-bcb1-4056-a0d8-7fa0a2e0c441\" alt=\"\"></figure>\n<p>De waarden worden automatisch verdeeld in drie belastingsgevallen. Zorg ervoor dat de volgorde van de lijnen die u overbrengt precies overeenkomt met de volgorde van de elementen in de verbindingstabel van de belastingen. U kunt de tabel<strong> herschikken</strong> met behulp van de pijlen aan de rechterkant. Om het eerste lege belastinggeval te vermijden, gebruik de optie <strong>Replace existing loads</strong> (Bestaande belastingen vervangen).</p>\n<figure data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9be3f133-c77a-4e35-bbfb-4e6da2b1c591/Load%206.png\" data-asset-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" data-image-id=\"67fd8d57-6022-4512-b6ad-cd6f8de1fa4f\" alt=\"\"></figure>\n<p>Na bevestiging met OK worden drie belastingsgevallen aangemaakt. De nulwaarden in de tabel van onevenwichtige krachten bevestigen dat de import correct werd uitgevoerd. Zie ook &nbsp;<a data-item-id=\"0a4c97f6-c58f-5ef2-8fe4-89943e9c4fdb\" href=\"\">How to import load effects from Excel sheet</a> (Importeren van belastingseffecten uit Excel).</p>\n<figure data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c11b4686-30a1-4b96-9847-b30392c94ba8/Load%207.png\" data-asset-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" data-image-id=\"60ae4962-7fb3-48fb-af03-b9e10cc2c5d4\" alt=\"\"></figure>\n<p>Om de belasting van het ene IDEA StatiCa Connection-model naar het andere over te brengen, kunt u de waarden ook exporteren naar een tabel met de <strong>XLS Export</strong>-knop in de bovenste balk. De belastingseffecten worden opgeslagen als een CSV-bestand. Er is echter ook een eenvoudigere manier die wordt beschreven in hoofdstuk 4 (Belasting overbrengen van het ene Connection-project naar het andere).</p>\n<figure data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b67e22df-fa31-4834-a0d9-9215e22d5f89/Load%208.png\" data-asset-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" data-image-id=\"77501ba5-0343-4a9e-812e-2c5cb06296bb\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0d2baac6_0448_01be_e59b_41df20f5181b\"></object>\n<h2>3. Automatische import met behulp van de BIM-link (IDEA StatiCa Checkbot)</h2>\n<p>BIM workflow is de essentiële functionaliteit van IDEA StatiCa Connection. Bij gebruik van de BIM-link worden alle interne krachten van alle belastingscombinaties en belastingsgevallen in één keer geïmporteerd.&nbsp;Om een gemakkelijke en soepele overdracht van niet alleen de belastingen, maar ook alle staven en doorsneden te maken, hebben wij <a href=\"https://www.ideastatica.com/bim-links\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Checkbot</a> ontwikkeld, een toepassing die IDEA StatiCa Connection in staat stelt zichzelf naadloos in het totale BIM proces in te passen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n835901cc_7fc0_0110_aae9_4102936647e2\"></object>\n<p>Bekijk de uitgebreide mogelijkheden van <a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">IDEA StatiCa Checkbot</a> in het betreffende artikel of leer hoe u het kunt gebruiken in combinatie met uw FEA/CAD applicatie in een van onze vele <a href=\"https://www.ideastatica.com/support-center-tutorials?label=checkbot\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">tutorials</a>.</p>\n<figure data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/059861ec-187c-4545-b669-8027a4db8013/Checkbot%202.png\" data-asset-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" data-image-id=\"4c8075e7-bfee-4b68-99b6-e70f346e703b\" alt=\"\"></figure>\n<p>Als u niet zeker weet of wij gekoppeld zijn aan de applicatie waarmee u werkt, bezoek dan onze Ondersteunde integratiesite (<a href=\"https://www.ideastatica.com/bim-integrations\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Supported integrations</a>). Lees ook meer over dit onderwerp in de blogpost <a data-item-id=\"765fe9a2-8335-43d4-b39f-1644fa998def\" href=\"\">BIM – The answer to all our (structural engineering) prayers?</a></p>\n<p>De onevenwichtige krachten bij het importeren van de belasting met behulp van de BIM-koppeling worden besproken in het artikel <a data-item-id=\"ff3dbaee-d843-5143-b29c-de5620fc3d7d\" href=\"\">Unbalanced forces from BIM link import</a> (Onevenwichtige krachten uit BIM-koppeling importeren).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a7a50a3_30d1_017a_efb4_4c81d2b3d7ac\"></object>\n<h2>4. Belastingoverdracht van een verbindingsproject naar een ander</h2>\n<p>Dit is een andere optie voor het overbrengen van de belasting van een IDEA StatiCa Connection model naar een ander. Dit kan handig zijn, vooral wanneer U een CAD-model heeft met ontworpen verbindingen en een constructiemodel in een FEA-programma. In zo'n geval kunt u de belastingen van het FEA-geëxporteerde verbindingsmodel samenvoegen met uw CAD-geëxporteerde verbindingsmodel en u kunt meteen de berekening uitvoeren.</p>\n<figure data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab22f3e6-4cc8-4690-8877-0aef4ba1d3c2/How%20to%20combine%20Tekla%20Structures%20and%20SAP2000%20for%20steel%20connection%20design.png\" data-asset-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" data-image-id=\"a48c7c30-afec-49a4-9411-5ebf0dc77b78\" alt=\"\"></figure>\n<p>Druk op de knop <strong>Verbinding importeren</strong>/<strong>Connection Import</strong> op de bovenste balk.</p>\n<figure data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e09c965-7742-4bfa-a075-fb406f5798e8/Load%209.png\" data-asset-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" data-image-id=\"cd93283f-5665-4d3c-a7ad-5d48a9cebac2\" alt=\"\"></figure>\n<p>Selecteer vervolgens het .ideacon bestand waarvan u de belasting wilt importeren.</p>\n<figure data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4762ada-0bc1-4251-8d11-b5c0ef816b91/Load%2010.png\" data-asset-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" data-image-id=\"c4383328-4cee-4b5f-bcd0-de31fd1a6ccf\" alt=\"\"></figure>\n<p>Alle belastingsgevallen worden overgebracht naar uw nieuwe verbindingsmodel.</p>\n<figure data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a92e2f7f-f726-46c3-8156-35e50cbecc8e/Load%2011.png\" data-asset-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" data-image-id=\"3e181139-6f63-4555-9ba0-84d19b33401d\" alt=\"\"></figure>\n<p>Bekijk de opname van ons <a data-item-id=\"f49107c3-7d30-45ad-b171-60b3ca12a47c\" href=\"\">Tackling IDEA StatiCa Connection - BIM links</a> webinar waar de belastingoverdracht van het ene .ideacon bestand naar het andere door de Connection Import functie wordt uitgelegd om de Tekla en SAP2000 modellen te combineren.&nbsp;</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bbbd5562_7e06_01de_092c_03d696518fcc\"></object>\n<p>De gecombineerde workflow wordt ook beschreven in onze tutorial <a data-item-id=\"222de7bd-bfbc-5601-9021-26e5b4a3e0a4\" href=\"\">How to combine Tekla Structures and SAP2000</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2c67d058_19a9_010e_bef8_6fb5f1e1a0e3\"></object>\n<h2>5. &nbsp;Procentuele belasting op basis van de doorsnedecapaciteit</h2>\n<p>Dit is een eenvoudige optie voor het invoeren van de belastingseffecten: De staven kunnen worden belast met een gedefinieerd percentage van de capaciteit van hun doorsnede. Het instellen van belastingen als een percentage van de doorsnedecapaciteit is vooral bedoeld als een eenvoudig hulpmiddel. Het instellen van belastingen in evenwicht verdient de voorkeur.</p>\n<figure data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9859cf4e-cb1a-411e-8406-39cf7de55279/Percentage%20loading%202.png\" data-asset-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" data-image-id=\"2d1a91c7-5b2e-4310-b830-4b6f90947117\" alt=\"\"></figure>\n<p>Lees meer over deze functie in het speciale artikel <a data-item-id=\"b92caa67-b0b1-4a16-a385-8f4926f916b2\" href=\"\">Percentage loading</a> (Procentuele belasting).</p>"
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                                            "value": "<p>De nieuwe versie brengt een verbeterd algoritme voor het berekenen van de boutafstanden (p1; p2), eind (e1) en rand (e2)<strong> afstanden voor de Eurocode stuikcontrole</strong>. Deze verbetering is vooral relevant voor algemene plaatgeometrieën, platen met openingen, uitsnijdingen, enz.</p>\n<p>Het algoritme leest de werkelijke richting van de resulterende dwarskrachtvector in een gegeven bout en berekent vervolgens de afstanden die nodig zijn voor de stuikcontrole.</p>\n<p>De eind (e1) en rand (e2) afstanden worden bepaald door de plaatcontour in drie segmenten te verdelen. Het eindsegment wordt aangegeven met een bereik van 60 ° in de richting van de krachtvector. De randsegmenten worden gedefinieerd door twee bereiken van 65 ° loodrecht op de krachtvector. De kortste afstand van een bout tot een relevant segment wordt dan als einde of randafstand genomen.</p>\n<figure data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c166c28a-3f8f-4d50-99ba-857ed9b01e6c/Bolt%20bearing%20distances%201.png\" data-asset-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" data-image-id=\"206cf95d-3010-4d11-ab8a-aceb3f62bdc6\" alt=\"Stuikweerstand controle met randafstanden in IDEA CONNECTION v20.1\"></figure>\n<p>De afstanden tussen boutgaten (p1; p2) worden bepaald door de omringende boutgaten virtueel met de helft van hun diameter te vergroten en vervolgens twee lijnen in de richting van en loodrecht op de dwarskrachtvector te trekken. De afstanden tot de vergrote boutgaten die door deze lijnen worden doorsneden, worden dan in de berekening als p1 en p2 beschouwd.</p>\n<figure data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b8152921-f220-412f-81de-8c8c83d7e2c2/Bolt%20bearing%20distances%202.png\" data-asset-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" data-image-id=\"15a106be-af4c-4966-ac50-a889863e1a5c\" alt=\"randafstand e2 randafstand e1 bout hart-op-hart afstand p1 en p2 in IDEA CONNECTION\"></figure>\n<p>Beschikbaar in <strong>Steel Expert </strong>en <strong>Enhanced </strong>.</p>"
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                                            "value": "<p>The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension.&nbsp;</p>\n<p>However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading.&nbsp;</p>\n<figure data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f75f7745-4ead-4fb3-bfa5-8c6c3b013c1a/Contact%20in%20tension%203.png\" data-asset-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" data-image-id=\"290d69aa-1ee0-4076-846e-3242dc528bb0\" alt=\"An improved model of contacts\"></figure>\n<p>The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.</p>\n<figure data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77d6d5b5-9a05-4a45-88c9-8645cc690a84/Contact%20in%20tension%202.png\" data-asset-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" data-image-id=\"1c5cdcdf-7e80-43b4-8dea-a98844d9effb\" alt=\"An improved model of contacts\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>Theoretical Background</h2>\n<p>Read the essential information about the weld model in our Theoretical Background. The general part describes the computational model itself:</p>\n<p><a href=\"https://www.ideastatica.com/support-center/general-theoretical-background#Welded_connections_analysis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Theoretical Background: Welded connections analysis</a></p>\n<figure data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a62801a2-1d6a-4743-8627-e232e90e69d9/Structural%20design%20of%20a%20steel%20connection%20-%20Plate%20model%20and%20mesh%20convergence%201200%20x%20630.png\" data-asset-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" data-image-id=\"455c8fb8-27c8-4c3e-ab28-341376c03fa3\" alt=\"\"></figure>\n<p>Specific parts of the Theoretical Background for each of the supported national standards:</p>\n<ul>\n  <li><a data-item-id=\"df238e7d-f2f3-4b2a-beec-3b7e8f11651e\" href=\"\">Code-check of welds (EN)</a></li>\n  <li><a data-item-id=\"6a4c43f3-4910-44fa-9a88-a9f70967f647\" href=\"\">Code-check of welds (AISC)</a></li>\n  <li><a data-item-id=\"cb00295b-bfcf-4c0f-8743-8532e311ca7b\" href=\"\">Code-check of welds (CISC)</a></li>\n  <li><a data-item-id=\"538b8bcb-f287-4259-b4e2-787c9792c367\" href=\"\">Code-check of welds (AS)</a></li>\n  <li><a data-item-id=\"5d152fe4-3e0b-4905-b4d2-56dd1e255416\" href=\"\">Code-check of welds (IS)</a></li>\n  <li><a data-item-id=\"e301fcc8-cc43-42a4-8480-8a72357cd91f\" href=\"\">Code-check of welds (HKG)</a></li>\n  <li><a data-item-id=\"0e848bd9-17f2-4448-83de-33c5b19bbde8\" href=\"\">Code-check of welds (GB)</a></li>\n  <li><a data-item-id=\"dad4f217-a192-41c1-bd71-6b540978346e\" href=\"\">Code-check of welds (SP)</a></li>\n</ul>\n<p>You can find a clear demo of how the stress develops during the loading as well as the distribution of the stress along the long welds is discussed in the <a data-item-id=\"1bfd3251-61f8-5fec-b5a4-08d1a6fe5b5f\" href=\"\">How are welds modeled in IDEA StatiCa</a> article.</p>\n<figure data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e3dc390-df9d-4ee5-a959-7c4cfa9aca3b/welds_distr.png\" data-asset-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" data-image-id=\"8c940183-360c-484a-ab14-dcfdcfbbd29b\" alt=\"lasweetstand van de las berekend in IDEA CONNECTION\"></figure>\n<p>Also, the welds and welded connections are discussed in our blog post articles <a data-item-id=\"de840e15-4e8e-4a27-8715-b8f27e643682\" href=\"\">Welded steel connections – to worry or not to worry?</a> and <a data-item-id=\"3caa8db0-05d2-4ae4-9175-763a14f01252\" href=\"\">Reduce weld costs by enhanced fabrication</a> (where a combination of the load transfer through a weld and contact in compression is discussed).</p>\n<figure data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a16ecdf-f660-47b6-bb32-9b9aeecf3314/6.png\" data-asset-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" data-image-id=\"eb79d5c6-d879-4afb-a5c1-5df03982810a\" alt=\"\"></figure>\n<h2>Weld size and length</h2>\n<p>There are different ways how the size of the weld is defined, depending on the region. Read the <a data-item-id=\"8af403c6-c098-56ce-96ee-3daaeaf4639e\" href=\"\">Weld size and length</a> article to find out, how IDEA StatiCa defines the weld size or in case you need to know the exact length of the weld:</p>\n<figure data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67cc32f0-0506-4cdf-9637-0bc86dfefa54/Weld%20size.png\" data-asset-id=\"291e03d6-32ca-40af-903f-3620de689301\" data-image-id=\"291e03d6-32ca-40af-903f-3620de689301\" alt=\"\"></figure>\n<h2>Verifications</h2>\n<p>In our Support Center, you can find many verification studies describing the performance of different welded connection models as well as comparisons to laboratory tests.</p>\n<p><a href=\"https://www.ideastatica.com/support-center/search?category=verification_example&amp;q=weld\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Verification studies on models with welds</a></p>\n<figure data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47ea3d3f-dff3-49c7-8e5f-5abab34e343d/04-1-fig7.png\" data-asset-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" data-image-id=\"5acc5b19-3a08-4b30-8dca-6793bcfd19a7\" alt=\"\"></figure>\n<h2>Updates in versions</h2>\n<p>The following features are part of our release notes of IDEA StatiCa and may be related to the welds. Read more about the features in the dedicated articles under the links:</p>\n<p><a data-item-id=\"c1adb56e-c715-4213-b637-bc94b8f84def\" href=\"\"><strong>Check of missing welds</strong></a><strong> </strong>(version 20.1)</p>\n<p>We have added another useful tool to automatically help the user to find non-welded parts of the connection: the utility to analyze a connection model for potentially missing welds.&nbsp;</p>\n<figure data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/12b10280-2125-44a3-b60e-6031f87a3e03/Missing%20welds.png\" data-asset-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" data-image-id=\"450a4d6a-d571-4297-a195-63e33fdd30bc\" alt=\"Controle missen lassen in IDEA StatiCa Steel\"></figure>\n<p><a data-item-id=\"d38299a4-0ea1-44c0-bf31-c2b61ad0d63b\" href=\"\"><strong>Import of recommended welds</strong></a> (version 20.1)</p>\n<p>When importing a connection from CAD software, there is now an option to add recommended welds.&nbsp;</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export aanbevolen lassen naar IDEA CONNECTION\"></figure>\n<p><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\"><strong>Upgraded model of butt welds</strong></a> (version 20.1)</p>\n<p>The size of butt welds was corrected for edge-to-surface butt welds.&nbsp;</p>\n<figure data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/20b7b61e-2508-4f74-9c1e-355619627e82/Butt%20welds%20upgraded%20model.png\" data-asset-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" data-image-id=\"401d916b-5fa2-4561-9051-9a6544652cea\" alt=\"\"></figure>\n<p><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\"><strong>Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</strong></a><strong> </strong>(version 21.1)</p>\n<p>To comply with the standards and to provide safety of the design, the strength value considered in the code check of welds is newly calculated from the strength value of the parent steel for EN and IS standards and the weld material itself.</p>\n<figure data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59c4504e-b3b9-4dc2-8b14-4f121a23e1c3/Welds1.png\" data-asset-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" data-image-id=\"5062c6bd-0e2b-4f50-817b-0540cb5d686d\" alt=\"\"></figure>\n<p><a data-item-id=\"ddfe7eda-4125-461a-b0f1-90de133d5cc6\" href=\"\"><strong>Combining weld and contact operations</strong></a><strong>&nbsp;</strong>(version 22.1)</p>\n<p>Since version 22.1, the weld and contact operations can be combined.</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p><a data-item-id=\"102a323e-f663-4c3a-8a1e-1c95edec23c6\" href=\"\"><strong>Plate and weld clash check</strong></a><strong>&nbsp;(</strong>version 22.1)</p>\n<p>Plates, parts of the model can be positioned in a way that collides with the other plates and members.&nbsp;</p>\n<figure data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d631a548-e7ca-4f84-a3c1-5c0207280cc0/clash3.png\" data-asset-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" data-image-id=\"b2f8fc0a-893b-4d9a-8648-092ef3a5e88b\" alt=\"Plaat en las botsingscontrole\"></figure>\n<p><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\"><strong>Check welds of welded sections</strong></a><strong> </strong>(version 23.0)</p>\n<p>IDEA StatiCa can check the longitudinal welds of members with welded cross-sections now.</p>\n<figure data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b60903c8-dc26-4604-bc81-96d35d003afb/Welded-sections%200.png\" data-asset-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" data-image-id=\"388ba76a-be74-4fed-b0bb-9d7000ba1cad\" alt=\"\"></figure>\n<p><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\"><strong>Improved weld check visualization</strong></a>&nbsp;(version 23.0)</p>\n<p>Weld checking using a finite element method differs from traditional design calculations. In traditional calculations, small eccentricities, deformations, torsions, Poisson coefficient, etc. may be neglected.</p>\n<figure data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/172ca452-c56d-40ca-afc4-9dc406734d70/weldchecktable.png\" data-asset-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" data-image-id=\"8f86157e-4555-4525-aff0-fb388b0d718f\" alt=\"\"></figure>\n<p><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\"><strong>Detailing improvements for bolts and welds in Eurocode</strong></a>&nbsp;(version 23.0)</p>\n<p>The Detailing check in IDEA StatiCa Connection is improved. Engineers may have a better overview of the design and code-check of bolts and welds thanks to thorough information and recommendations according to Eurocode provided in Check tables as well as in the Report.</p>\n<figure data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e0a6490-1e33-44fa-ab30-1247a201de0f/Detailing%20improvements_main%20image.png\" data-asset-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" data-image-id=\"6dca1495-d3ba-4128-84fc-1b5d279d3440\" alt=\"\"></figure>\n<h2>Webinars and videos</h2>\n<p>In the past, we have held several webinars on the modeling of welded connections. You can find inspiration in the following recordings:</p>\n<h4>Welds &amp; Bolts in IDEA StatiCa (AISC)</h4>\n<p>The <a data-item-id=\"b8ee28ec-bc18-4a92-8c48-5e922b160899\" href=\"\">webinar session</a> covers the theory behind bolts and welds and how they are modeled in IDEA StatiCa. Also, the operations of these two components will be detailed and some tips. Finally, the interpretation of the results will is explained and the formulas used to check that they meet AISC requirements.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e822b946_2438_0191_2e5b_cf6a3fe76456\"></object>\n<h4>Understanding the weld results for Eurocode</h4>\n<p>The detailed table with results can be seen in all formulas, even with values. Directional stresses are provided too. The utilization of the weld is eminent. But overall utilization Utc is calculated from the capacity of the whole weld. Check how it’s working.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f176e8c1_c1dd_0189_f205_64fb04d6e4f5\"></object>\n<h4>Can we find a match in weld stress to my hand calculations?</h4>\n<p>The stress in a weld is calculated in the main directions according to the EC and the results are provided in the results tabs. 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                                            "value": "<p>The position of the connected member within the operation Connecting plates has been changed in version 20.1. This has been done due to the whole model assembly in the application Connection and further development in interoperability with the application Member.</p>\n<p>In version 20.0 and older, the connected member was shifted when the Connecting plate operation was applied so that the member axis was centered with the tongue plate, while the connecting plate was centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/796cec62-7a0f-44c7-b383-8aa440179c1a/Connecting%20plate%20eccentricity%202.png\" data-asset-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" data-image-id=\"31956cc7-445d-472f-ab9f-a24279bf8eac\" alt=\"\"></figure>\n<p>In version 20.1 and newer, the connected member is no longer shifted in order to keep its position, which means the connecting plate is now shifted and no longer centered with the axis of the bearing member.</p>\n<figure data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4e5a3c-9dbd-42ce-9d98-f5edbdda5b05/Connecting%20plate%20eccentricity%201.png\" data-asset-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" data-image-id=\"553c5d95-e086-4623-8cc8-06b6ca9bbeb4\" alt=\"\"></figure>\n<p>Any configuration can be achieved by changing the Plate eccentricity parameter as well as the required offset of the diagonal member.</p>\n<figure data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b589a701-beca-49c4-ad97-63b85063daad/Connecting%20plate%20eccentricity%203.png\" data-asset-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" data-image-id=\"17a379e9-b676-4bb2-ba38-9ba56d35482c\" alt=\"\"></figure>"
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                                                    "value": "<p>This article shows how to model an inclined tubular member connected by a connecting plate to the base plate, which is anchored to the concrete block. This is a typical anchoring of a bracing member.</p>\n<p>1. Create a general stiffening plate to form the base plate.</p>\n<figure data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e1797fb2-fe31-4e44-aeec-2e49695473fe/1-0.png\" data-asset-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" data-image-id=\"36e8806e-c4f0-4066-8823-89dbac282e7c\" alt=\"\"></figure>\n<p>2. Define general anchors with the operation Bolt grid to anchor the base plate to the concrete block</p>\n<figure data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cb4329fb-0bd2-4323-b2e2-05a760da5e80/2-0.png\" data-asset-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" data-image-id=\"08105116-f1e3-4d85-8b84-e2ef7a868103\" alt=\"\"></figure>\n<p>3. Add another general stiffening plate into the right position to create a rib passing through the tube adn weld it to the base plate.</p>\n<figure data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/837c511c-f6e9-4822-a339-cf3b6f1392fd/3-0.png\" data-asset-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" data-image-id=\"9c508d86-be3f-44c8-83a6-259353cbca80\" alt=\"\"></figure>\n<p>4. Add the connecting plate manufacturing operation and adjust its properties so that it produces two bolts. The plates are shaped in the Editor to a rounded shape.</p>\n<figure data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a330c1d7-47ae-468b-b3a7-f5b58c61b9c8/4-0.png\" data-asset-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" data-image-id=\"42524397-a12c-43f2-90e6-9a50a83d26e5\" alt=\"\"></figure>\n<p>5. The footing with a connecting plate is ready to be calculated. To simulate the bracing member transferring normal and shear force only, switch the <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">model type</a> to N-Vy-Vz.</p>\n<figure data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8296f75b-ae48-4ae8-a14f-ea63631dde84/0-0.png\" data-asset-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" data-image-id=\"ad9cc9e2-609b-4e85-b1b5-f0d0e6eaf741\" alt=\"\"></figure>\n<p>See details in the recorded video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9043448c_1fb1_01c8_2109_9ad118817ad7\"></object>"
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                                            "value": "<p>The Code-check manager (CCM) for BIM links was improved by the possibility to select multiple joints of the global model in one go.&nbsp; This is feature is available for both CAD and FEA applications.</p>\n<p>In CAD apps, you will find a new button while in FEA apps, this feature works by selecting multiple joints in the global model and selecting the Connection/Member button in CCM.</p>\n<h2>Bulk selection in FEA software</h2>\n<p>In the FEA software select individual nodes one by one or drag over multiple nodes and select them as a bulk. Then click the <strong>Connection </strong>or <strong>Member </strong>button in CCM to import the data.</p>\n<figure data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/726d8942-c761-4270-90e8-7f9691c972ac/BIMselection2.png\" data-asset-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" data-image-id=\"cef1fddb-6668-4742-b824-2bb67c1a99c2\" alt=\"Connections imported from Robot Structural Analysis by multiple selection feature\"></figure>\n<p>You can also use the&nbsp;<strong>Synchronize all&nbsp;</strong>function, after changing parameters in the structural&nbsp;model (e.g. load combination, a cross-section of a beam) to upload the new data to all the joints on the list while keeping the previously created design.</p>\n<figure data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/214c4fd1-89f5-4eaa-8bf3-3e86f8b5c4ba/Code-check%20manager%20commands%2001.png\" data-asset-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" data-image-id=\"e9760022-8172-4b1c-9b61-4bddad5cb758\" alt=\"Code-check manager commands\"></figure>\n<h2>Bulk selection in CAD software</h2>\n<p>For the CAD software, there are two buttons in the CCM - the <strong>Bulk </strong>and <strong>One</strong>.</p>\n<figure data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db3d858-7cf7-4963-b3f5-f90a1212dc7c/CCM%20Bulk%20selection.png\" data-asset-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" data-image-id=\"5f292c23-1131-4144-a1cb-86758f269e34\" alt=\"Bulk selection\"></figure>\n<p>For <strong>One</strong> selection<strong> </strong>you need to process three steps - pick the node, select the members, and select the connection items, while hitting the spacebar to confirm each step.</p>\n<p>For <strong>Bulk</strong> selection drag over a part of the structure in the CAD model and hit the spacebar.&nbsp;</p>\n<p>The Bearing Member is chosen automatically using the selection&nbsp; algorithm (e.g. first a column is chosen). The node position is picked automatically in the cross-section center of gravity at the end of the ended bearing member or in the middle of the continuous member.</p>\n<p>Currently, the only way to change the automated selection it is to use the <strong>One </strong>selection instead, then it will be the first member selected.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1672ccbd_5a64_01ca_f324_fc5344baea3e\"></object>\n<p>Find information about the BIM links limitations in related articles below this page or search in the Support center.</p>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<p>Please note that in IDEA StatiCa Connection the members are the only beam entities on which loads can be applied. Other beams are defined in a different way, as a stiffening member or set of plates. This rule goes in hand with the three-step import procedure:</p>\n<ul>\n  <ul>\n    <li>In the first step, you should choose the <strong>node</strong> which will be representing the node of the joint.&nbsp;&nbsp;</li>\n    <li>In the imports second step, the <strong>members </strong>(on which loads will be applied) have to be selected.&nbsp;</li>\n    <li>In the third step <strong>all other connection entities</strong> have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  </ul>\n</ul>\n<p>Always check, there are no gaps between plates and members in your Tekla Structures model before starting the import procedure.</p>\n<p>Always check the welds in your Tekla structures model before starting the import procedure.</p>\n<h2>Cross-sections</h2>\n<p>IDEA StatiCa Connection can import a huge variety of cross-sections from the Tekla Structures. The import procedure supports these types of cross-sections:</p>\n<table><tbody>\n  <tr><td>Cross-section type</td><td>Tekla parametric input</td><td>Tekla library input</td></tr>\n  <tr><td>I</td><td>X</td><td>X</td></tr>\n  <tr><td>U</td><td>-</td><td>X</td></tr>\n  <tr><td>L</td><td>&nbsp;X</td><td>X</td></tr>\n  <tr><td>Circular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular hollow</td><td>X</td><td>X</td></tr>\n  <tr><td>Rectangular plate</td><td>X</td><td>-</td></tr>\n  <tr><td>Cold-formed C</td><td>X</td><td>X</td></tr>\n</tbody></table>\n<p>Parametric inputs are the user-defined dimensions of the required cross-section type. Library input is cross-section selected from the Tekla library.</p>\n<p>During the import process, the imported cross-section is matched with the appropriate cross-section in IDEA StatiCa Connection databases and the most similar cross-section is chosen. If there isn’t a match, the conversion table is offered, and the user must choose cross-section from the IDEA StatiCa databases.</p>\n<p>Welded and composite cross-sections are not supported.</p>\n<p>The user should pay attention to the library cross-section parameters because the library in Tekla Structures doesn’t contain information about roundings of hot-rolled sections. IDEA StatiCa Connection defines missing values by its own library tables.</p>\n<h2>Holes-openings and notches</h2>\n<ul>\n  <li>Openings in plates and notches are supported and will be imported.&nbsp;</li>\n</ul>\n<figure data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/463ab80f-7ed2-44a0-8a02-74addc1533ed/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_1.png\" data-asset-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" data-image-id=\"9e8fb15a-136d-44f5-9cc9-34776b3a5620\" alt=\"\"></figure>\n<figure data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/073a3e22-474d-4667-8bc0-6f370c4b653e/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_2.png\" data-asset-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" data-image-id=\"50c8d68d-d76f-48b1-ae32-f7078a3c891e\" alt=\"\"></figure>\n<p>&nbsp;Welds on notched elements are not supported. If the welds are needed it must be defined in the IDEA StatiCa Connection manually.</p>\n<h2>Welds</h2>\n<p>Welds are imported into the IDEA StatiCa Connection, however, the option for the welds AROUND is recommended as the best way to define weld.</p>\n<figure data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ce99341-c5c8-46f4-87cc-9595aa613155/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_3.png\" data-asset-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" data-image-id=\"335ff8ac-244b-4a5c-9ebf-62bb42aa5d31\" alt=\"\"></figure>\n<p>Unfortunately, the software is not able to detect some welds, so the recommendation is to always check imported welds in IDEA StatiCa Connection. If the weld is not imported, then it’s better to generate weld for each plate in Tekla.</p>\n<h2>Stub</h2>\n<p>The stub member is supported and must be selected in the third step of the import selection procedure together with all joint elements (plates, bolts, welds) – “Select parts of connection”.</p>\n<figure data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0765647-e7a6-438e-b554-e1c6f534dde5/C_KB_Tips%20and%20limitations%20for%20exporting%20from%20Tekla%20Structures_1_4.png\" data-asset-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" data-image-id=\"74c8bfeb-8a8e-4d24-8313-8a202370549d\" alt=\"\"></figure>\n<h2>Anchoring, base plate, and concrete block</h2>\n<p>The grout and gap between the base plate and concrete face are not supported, and only straight anchors are supported on import now.</p>\n<figure data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d53ce63-4500-4e7e-a70c-82d67553fa9b/Import%20of%20anchors%20from%20Tekla%20Structures%2002.png\" data-asset-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" data-image-id=\"c8e0d253-faee-4ffc-b4bb-9270d0eaf96a\" alt=\"\"></figure>\n<p>The concrete block dimensions (offset) might not be transferred precisely not matching the dimensions in Tekla Structures</p>\n<h2>Rod connecting plate</h2>\n<p>A rod welded to a connecting plate is imported without the welds. This can be added in IDEA StatiCa Connection, but not just by a weld operation. The connecting plate has to be deleted and replaced by a new Connecting plate operation&nbsp;assigned for the rod and the existing gusset plate.</p>\n<figure data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3948ea17-14f4-4220-8ebc-2d0d06650dda/Known%20limitations%20for%20Tekla%20Structures.png\" data-asset-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" data-image-id=\"0cf819d2-ed0c-4f9d-878d-e467a1f15931\" alt=\"\"></figure>\n<p>Alternatively, the full circular cross-section of the tie rod can be replaced by a thick-walled tube of similar cross-sectional area and then this profile can be connected with a general weld - butt or fillet type.</p>\n<h2>Connection Sync&nbsp;</h2>\n<p>Connection Sync works correctly in case you need to change the parameters of an item in your Macro, for example, the thickness of the plate, the size and spacing of the bolts, or the cross-section of the beam.</p>\n<figure data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da7daad8-de75-49a3-9d3c-3ef1c5011daa/Haunched_beam_sync.png\" data-asset-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" data-image-id=\"cb3c782f-391f-4892-8c63-c22cf69d57fa\" alt=\"\"></figure>\n<p>However, if you need to completely change the connection to some other connection in which the elements used are significantly different. End plate to Hauched connection for example. We recommend to reimport the connection to Checkbot for proper synchronization.&nbsp;</p>"
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                                                    "value": "<h2>General recommendations</h2>\n<ul>\n  <li>Please note that in IDEA StatiCa Connection are members of the only beam entities on which loads will be applied. All other beams are defined in a different way. This rule is the first one of the three-step import procedure. In the second step, the members (on which loads will be applied) have to be selected. In the third step, all other connected entities have to be selected – plates, bolts, welds, and most importantly beams on which loads will not be applied (usually stubs, stiffening members, etc).</li>\n  <li>The best way how to design your connection is to use the previously defined macros from the Advance Steel Connection vault menu.</li>\n  <li>The definition of the node is the most important step during the import procedure. The best way how to design the steel construction well prepared to import workflow is to keep the focus on the centerlines of the beams. Always maintain the intersection of beam centerlines which will help you to choose the node easier.</li>\n  <li>Synchronization - data update is a complex process. &nbsp;Sometimes loss of the data can occur and you can encounter situations like in the picture below (example A), when a change in the beam cross-section was processed and manufacturing operations data were lost. Don't panic, we know how to deal with it. Just close the IDEA StatiCa Connection window and Code-check manager window also. Then launch Code-check manager again and perform Synchronization process again. After that, the data will be restored and all manufacturing operations will be present and valid (example B).</li>\n</ul>\n<figure data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baa6d572-204e-451f-a4ad-6e3ebb44cd00/CCMSynchronizace.png\" data-asset-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" data-image-id=\"bf501f6c-8e6e-4eb9-9423-a2cb3028714d\" alt=\"\"></figure>\n<h2>Holes-openings and notches</h2>\n<h3>Negative volume cutting</h3>\n<p>Cut of the member according to another member is the easiest way how to deal with openings or notches. The easiest thing in Advance Steel is to define a new member, the green HSS roled section in the example below. The green beam is positioned in a way that it will penetrate the top flange of the azure perpendicular beam. By command Element contour, UCS from Advance Steel tool palette, the cut is defined. &nbsp;</p>\n<figure data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b848ae18-dbcf-4ffe-8ed9-67148c3d7ed6/Negative1.png\" data-asset-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" data-image-id=\"436bd8e3-4da1-4aaa-a3b3-7393fcc1f039\" alt=\"\"></figure>\n<p>The cut by contour processing is defined and IDEA Connection is able to import it. The cut by contour processing is now part of the beam data and it will be imported even if you will not select it in the third step of the import selection process.</p>\n<figure data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97f3d0c4-09c7-4f77-8af7-8057d08b6156/Negative2.png\" data-asset-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" data-image-id=\"fc6257bf-0d03-4b45-8958-011ea6443c7d\" alt=\"\"></figure>\n<p>The green HSS rolled section beam which was used for the cut is not needed anymore and can be hidden or deleted.&nbsp;</p>\n<h3>Other methods</h3>\n<ul>\n  <li>Opening in the members and in the plates are not supported. A workaround is to import the whole joint and manually add Opening as a manufacturing operation in the IDEA StatiCa Connection.</li>\n</ul>\n<figure data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdbc4140-587f-46eb-8acc-6b8299bf808f/AS-holes.png\" data-asset-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" data-image-id=\"58c22071-33ff-47f6-b339-f7b3a7bb3775\" alt=\"\"></figure>\n<ul>\n  <li>Notches of the members are supported but please note that the command Element contour – rule has to be used.</li>\n</ul>\n<figure data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d7bfcf6-74b6-44a8-a05f-61fcb973adec/AS-holes2.png\" data-asset-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" data-image-id=\"237439aa-4f56-4f82-9aec-aefd8073f5fb\" alt=\"\"></figure>\n<figure data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5532e05b-dbc0-4826-a21a-75914f1fe4a6/AS-holes3.png\" data-asset-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" data-image-id=\"b2220d77-7d5e-4146-9498-aa547f55c41d\" alt=\"\"></figure>\n<h2>Extending-shortening of the beam</h2>\n<p>In the IDEA StatiCa the centre of the connection is the node. From the node, the length of the member is determined by the bounding box (an automated way of how to determine the right length of the member). In the Advance Steel, the beam entity has to be shortened or extended by a command Shorten.</p>\n<figure data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/062e2d5f-6597-4daf-9aad-530b1a9d9447/AS-ext1.png\" data-asset-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" data-image-id=\"25b15072-06c9-432d-95dc-d6de25bab227\" alt=\"\"></figure>\n<figure data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dbc0633f-4196-4111-94df-8ed3838e7e36/AS-ext2.png\" data-asset-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" data-image-id=\"2eace842-a05f-43e5-9160-5bdf7c3da0e4\" alt=\"\"></figure>\n<h2>Welds</h2>\n<p>Welds are imported during the third step of the import procedure. If there is a need to add welds manually in Advance Steel the recommended way is to use command Weld point. Please note that the weld entity has to be inserted in the middle edge of the welded plate.</p>\n<figure data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2c74ec-1d94-48c5-aa24-82ab247dfa28/AS-welds.png\" data-asset-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" data-image-id=\"0e0eb2ef-52eb-4ace-9b39-38d5b39e2325\" alt=\"\"></figure>\n<p>From a huge variety of weld types in Advance Steel, IDEA StatiCa supports only:</p>\n<table><tbody>\n  <tr><td>IDEA StatiCa weld</td><td>Advance Steel weld</td></tr>\n  <tr><td>Butt</td><td>Flange Butt, DI, V with Counter, X, K, DY, K web, U, HU</td></tr>\n  <tr><td>Double Fillet</td><td>Bevel – Fillet, Fillet – Bevel, HY – Fillet, Fillet – HY, J- Fillet</td></tr>\n  <tr><td>Fillet</td><td>Every other than specified above</td></tr>\n</tbody></table>\n<h2>Haunches</h2>\n<p>We recommend designing haunches on a beam by plates and not by members.</p>\n<figure data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5e33563e-bbb4-4e58-98e1-689fac31b049/C_FAQ_TipsAS_8.PNG\" data-asset-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" data-image-id=\"6194797e-e64f-4f79-91ca-b47934ebbad5\" alt=\"\"></figure>"
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                                                    "value": "<p>Voorlopig werkt de link voor een groot aantal verbindingen/knopen. Houd echter wel rekening met nog niet ondersteunde functionaliteit.</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een balk met een verlopende tandoplegging of een ander type conische of anders gevormde balkuiteinden is niet mogelijk.</p>\n<p><strong>Oplossing:</strong> &nbsp;De verlopende doorsnede wordt verwaarloosd en kan achteraf gemodelleerd worden in IDEA StatiCa</p>\n<p><br></p>\n<p><strong>Beperking:</strong> Het exporteren van een verbinding op een doorlopend element zonder tussenliggend knooppunt werkt niet.</p>\n<p><strong>Oplossing:</strong> &nbsp;Voeg het tussenliggende knooppunt toe met het commando voor elementen \"Splits element met n tussenliggende knooppunten\" en kies de optie \"Plaats nieuwe knooppunten op de lijn zonder deze te splitsen\" zodat het element aaneengesloten blijft. U kunt dit in bulk doen als de hele constructie is geselecteerd.</p>\n<figure data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef9c77a9-4a6e-49a5-a462-b2aa720916bc/Known%20limitations%20for%20RFEMRSTAB2.png\" data-asset-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" data-image-id=\"68813fa0-d60d-4baf-bf6c-183f155f51a7\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Export van een knooppunt als de weergave-instelling \"Sets van elementen\" is INgeschakeld, kan leiden tot onjuiste gegevensoverdracht voor sommige elementendoorsneden en import van extra elementen of een foutmelding.</p>\n<p><strong>Oplossing:</strong> Zet de \"Sets van elementen\" UIT en herhaal de export van het knooppunt.</p>\n<figure data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05800fab-d89d-46d2-be30-b766379f74ff/Known%20limitations%20for%20RFEMRSTAB.png\" data-asset-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" data-image-id=\"986be1f1-4f26-4a39-bd2f-1e7fd4fca0cb\" alt=\"\"></figure>\n<p><br></p>\n<p><strong>Beperking:</strong> Geometrische excentriciteit - verbindingsknooppunt ligt niet in het centrale punt.</p>\n<p><strong>Oplossing: </strong>RFEM/RSTAB biedt meer manieren van invoer van excentriciteiten. De excentriciteitsinvoer met de Lokale x,y,z-coördinaten veroorzaakt moeilijkheden bij het transformeren van de gegevens naar IDEA StatiCa vanwege de verscheidenheid aan coördinatensysteemopties in RFEM/RSTAB. Gebruik in dat geval de globale X,Y,Z coördinaten excentriciteitsinvoer.</p>\n<figure data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f834b5e4-fd9a-49d8-bc96-af6be2e87686/Known%20limitations%20for%20RFEMRSTAB%2003.png\" data-asset-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" data-image-id=\"c707e18d-6bfe-4597-81e6-7974ef0b48ec\" alt=\"\"></figure>"
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                                                    "value": "<p>De link werkt nu voor een grote verscheidenheid aan verbindingen/verbindingen. Houd echter rekening met de nog niet ondersteunde functionaliteit:</p>\n<h2>Beperking: Laadt import</h2>\n<p>We ondersteunen niet het importeren van belasting-combinaties die belasting-combinaties toevoegen anders dan lineair.</p>\n<p>We ondersteunen het verwijzen van een belastingcombinatie binnen een andere belastingcombinatie niet.</p>\n<h2>Beperking: Hoe kan ik SAP2000 en ETABS-koppelingen uitvoeren met IDEA StatiCa 22.1?</h2>\n<p><strong>Problematische versies:</strong></p>\n<ul>\n  <li>SAP2000 24.1.0</li>\n  <li>ETABS 20.3.0</li>\n</ul>\n<p><strong>Beschrijving probleem:</strong></p>\n<p>De nieuwe patch van SAP2000 24.1.0 werkt niet met de laatste IDEA 22.1. Zodra je Checkbot start vanuit het menu, ziet het er zo uit, en er kan niets worden gedaan/geklikt.</p>\n<figure data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6fb4216-01d1-4c7e-91de-ce1ad9968ccf/etabs0.png\" data-asset-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" data-image-id=\"952a50d0-4bcb-4da9-a249-64112b714fcb\" alt=\"\"></figure>\n<p><strong>Oplossing:</strong></p>\n<p>Dit geldt ook voor SAP2000 en ETABS (laatste versies). De workaround is om:</p>\n<p>1. Zoek het config-bestand ( <em>SAP2000.exe.config</em> of <em>ETABS.exe.config</em>) in</p>\n<p>C:Programmabestandencomputer en structurenSAP2000 24.</p>\n<p>of</p>\n<p>C:\\Programmabestanden computertoepassingen en constructies ØETABS 20º.</p>\n<p>2. Verwijder de volgende regels onderaan het bestand en sla het op (hiervoor heb je beheerdersrechten nodig).</p>\n<figure data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3da4a27c-a34c-4708-8164-20593541de7e/etabs1.jpg\" data-asset-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" data-image-id=\"e3d1e189-4148-4548-9eb0-a1a9a09d900f\" alt=\"\"></figure>\n<p>Of kopieer het bestand naar het bureaublad, bewerk het daar en kopieer het terug naar de oorspronkelijke map.</p>\n<p>Zo zou het bestand eruit moeten zien (het onderste deel) nadat de montagebinding correct is verwijderd:</p>\n<figure data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/98c74a44-cf45-4532-9071-a040edabaa15/etabs2.jpg\" data-asset-id=\"015a328c-c736-4be2-b068-1e968b966b66\" data-image-id=\"015a328c-c736-4be2-b068-1e968b966b66\" alt=\"\"></figure>\n<p>3. Daarna is het mogelijk om Checkbot uit te voeren.</p>\n<h2>Beperking: Evenwicht</h2>\n<p>Stel de eindlengte-offsets in op 0 om het evenwicht in de knooppunten te garanderen:</p>\n<figure data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e90174a4-eedc-43a7-9af5-a7d920c1b516/assign1.png\" data-asset-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" data-image-id=\"b5147f2a-9c4e-4578-a0a1-3c1de6f1fe23\" alt=\"\"></figure>\n<figure data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c50e3d3-f0ef-4c98-b06c-a6e203c393ea/assign2.png\" data-asset-id=\"973087e2-e132-4450-a14c-284bde238f7d\" data-image-id=\"973087e2-e132-4450-a14c-284bde238f7d\" alt=\"\"></figure>\n<h2>Beperking: Tekenconventie voor interne krachten</h2>\n<p>Door verschillende tekenconventies in ETABS en in Checkbot worden de interne krachten anders weergegeven. De belastingseffecten worden correct toegepast, maar de interne krachten worden mogelijk met het tegenovergestelde teken weergegeven en aan de andere kant van de balk getekend.</p>\n<figure data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abe68214-ea1d-434c-a2c5-a471c46699c4/ETABS_TAB1.png\" data-asset-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" data-image-id=\"5c74685b-7a5b-462f-b8e0-7c93060d9c2f\" alt=\"\"></figure>\n<figure data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec051e0a-d5bb-4bab-9174-3512299eca0b/ETABS_TAB2.png\" data-asset-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" data-image-id=\"77469575-cfd0-4513-9c1f-0f609f1eb6ab\" alt=\"\"></figure>\n<h2>Beperking: Meer versies van SAP2000 of ETABS geïnstalleerd op de computer.</h2>\n<p>ETABS en SAP2000 API gebruiken COM-bibliotheken, die geregistreerd moeten worden in het register. Wanneer je een nieuwe versie installeert, wordt tijdens de installatie automatisch COM voor deze versie geregistreerd. Dus als je dan de Checkbot-link voor een oudere versie probeert uit te voeren, werkt het niet.</p>\n<p>Als je wilt wisselen tussen deze twee versies, moet je:</p>\n<p>1) Als administrator de \"UnregisterSAP2000.exe\" of \"UnregisterETABS.exe\" uitvoeren in de map met nieuwere versie.</p>\n<p>2) Voer vervolgens als administrator \"RegisterSAP2000.exe\" of \"RegisterETABS.exe\" uit in de map met de oudere versie.</p>"
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                                            "value": "<p>When selected, a check for potentially missing welds is performed. Such welds are then added and imported along with the rest of the components.</p>\n<figure data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e38caf39-0947-4aff-be81-7d3eb57ada99/Screenshot%202020-10-05%20122254.png\" data-asset-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" data-image-id=\"66cc6cf4-0454-4973-80d1-c036df7af58d\" alt=\"Export of recommended welds\"></figure>\n<p>These welds might be missing due to an incorrect export, or perhaps they are not&nbsp;in the CAD model altogether. The added welds are then labeled as \"recommended weld\" in the tree of operations in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1be4aa05-910a-40f5-bfb2-3d6c0d01246e/Screenshot%202020-10-05%20122304.png\" data-asset-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" data-image-id=\"95f15e11-5f71-48bc-b54f-efdca5abdaf5\" alt=\"Recommended welds result\"></figure>\n<p>Available in <strong>Expert </strong>and <strong>Enhanced </strong>edition.</p>"
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                            "value": "<p>Contact is alleen effectief bij compressie, terwijl lassen afschuif- en trekkrachten overbrengen.</p>\n<p>Een las is zeer stijf en moet worden belast om een beetje mee te geven en het contact te laten inwerken. Dat betekent dat er zelfs voor lassen in compressie met contact een aanzienlijke spanning is. Dat vermindert echter niet de weerstand van zo'n las in afschuiving.</p>\n<p>Een hoeklas met contact heeft een nieuw symbool: een driehoek met een pijl (controle en verslag). Er is ook een symbooluitleg toegevoegd aan het verslag.</p>\n<p>De gebruikers moeten zich ervan bewust zijn dat lassen gewoonlijk in druk worden gecontroleerd. Als een overdracht van drukbelasting door contact is toegestaan, moeten de oppervlakken nauwkeurig worden gesneden en mag er geen spleet zijn.</p>\n<p>Wanneer de staaf nauwkeurig wordt gesneden, kan men ervan uitgaan dat de drukkrachten door contact worden overgebracht en dat de lassen alleen trek- en schuifkrachten overbrengen. Dit wordt vooral gebruikt voor kolomvoeten, meestal in West-Europa.</p>\n<p>Denk eraan - het is de verantwoordelijkheid van de gebruiker om ervoor te zorgen dat er geen spleet is en dat de staaf precies gesneden is.&nbsp;</p>\n<figure data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4dd4d3e4-77f0-4c14-9801-e9183f26cca6/WaC.png\" data-asset-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" data-image-id=\"e5be481f-5e66-43a8-8573-fdbc4d74a541\" alt=\"\"></figure>\n<p>Beschikbaar in zowel <strong>Expert</strong> als <strong>Verrijkte</strong> editie van&nbsp;<a data-item-id=\"f6acf868-1f2d-48e6-8ccb-711f6883d5f7\" href=\"\">IDEA StatiCa Steel</a>.</p>"
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                            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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                            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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            "value": "<p>Material and Product Range Library (MPRL)&nbsp;can help you store, manage, export, and share personally defined properties of many different material settings from IDEA StatiCa programs (Connection, Member, Detail, Beam, RCS).&nbsp;</p>\n<h3>How to define a custom material</h3>\n<p>The possibility to define the new material (and also MPRL&nbsp;in which it is going to be saved) is to be found under <strong>Materials</strong> in all the above-mentioned applications.&nbsp;</p>\n<p>You can <strong>add a new material </strong>by a button on the top ribbon, or you can <strong>copy the existing one</strong>. Afterward, the material properties can be changed by the <strong>Edit</strong> command (the name, properties). <strong>Save</strong> the changes.</p>\n<figure data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/81a27d92-aff6-4b7c-bcd5-bab9ff6e489e/user_def_0-0.png\" data-asset-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" data-image-id=\"65e60e81-caf9-45ae-8711-153e15c13e4c\" alt=\"\"></figure>\n<p>The newly created material will be saved into MPRL, which enables you to use it in other projects as well.</p>\n<p>Define the <strong>name </strong>of the material in the database and <strong>table </strong>(kind of a category for sorting purposes). Either select the table from the drop-down menu or define a new one by the three dots button.</p>\n<figure data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ac84c88-e00d-4786-a3c9-f3f74adb56d2/user_def_1-0.png\" data-asset-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" data-image-id=\"646dbec4-4eb0-4038-95a6-3f49940f48d5\" alt=\"\"></figure>\n<p>In the presented example, the edited material (<em>My edit of S 235</em>) will be saved under the new <em>My Company’s table of materials</em> table.</p>\n<figure data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f96614a-aa11-4a4c-92e1-81a4d99753e3/user_def_2-0.png\" data-asset-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" data-image-id=\"76d6fcfc-6df1-4e59-a159-084a221e9a7b\" alt=\"\"></figure>\n<p>The new material has been saved into MPRL - <strong>open MPRL</strong> <strong>Editor </strong>using the button in the top ribbon.</p>\n<figure data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9eb6506b-b086-4dfa-86ba-4cb5102eaa42/user_def_3-0.png\" data-asset-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" data-image-id=\"bcdad44f-0eb2-46bb-949c-187405b5bc44\" alt=\"\"></figure>\n<p>Here, the material can be edited and saved (File - Save) or deleted from MPRL. The data saved in MPRL is accessible from all IDEA StatiCa applications. It can also be shared by Export and Import with other users.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c16f54b9_4def_0152_10e0_655cf8a68a2e\"></object>\n<h3>How to export material from MPRL</h3>\n<p>Export the Material and Product Range Library (MPRL) and share your custom material/bolts/concrete/reinforcement with your colleagues. Use the <strong>Export to CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n33baadda_1b80_0156_3a12_3101e78ed1e2\"></object>\n<h3>How to import material into MPRL</h3>\n<p>Import the Material and Product Range Library (MPRL) that someone shared with you and load the custom material/bolts/concrete/reinforcement. Use the <strong>Import from CSV</strong> button in the top ribbon of the MPRL Editor.</p>\n<p>Watch the webinar recording to see it in action:</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae092d1e_e6b4_01b6_3028_c2b00a0d8099\"></object>"
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                    "value": "<p>De <a data-item-id=\"898f72ce-7360-54a8-95b1-9b26a8d16346\" href=\"\">Material and Product Range Library (MPRL)</a> heeft de mogelijkheid om aangepaste doorsneden op te slaan, net zoals gebruikers dat kunnen doen met materialen en boutassemblages. Vanuit MPRL is de doorsnede beschikbaar voor gebruik in andere projecten van gebruikers.</p>\n<p>De opgeslagen aangepaste doorsneden zijn beschikbaar in <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\"><strong>IDEA StatiCa Connection</strong></a> en <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\"><strong>IDEA</strong> <strong>StatiCa Checkbot</strong></a> - beide toepassingen kunnen de opgeslagen MPRL-bibliotheek openen.</p>\n<p>Momenteel kan de gebruiker de gewalste, samengestelde, gelaste, dunwandige, houten en algemene doorsneden opslaan. Om de gepaarde gewalste, I-snedes (T) op te slaan, is een workaround nodig (zie hieronder).</p>\n<h2>Definitie van een aangepaste/parametrische doorsnede</h2>\n<p>De lay-out van de bibliotheek van doorsneden voegt gewalste doorsneden en standaard en parametrische/aangepaste doorsneden samen.</p>\n<p>Als voorbeeld wordt de definitie van een gewalste hoek weergegeven.</p>\n<figure data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7ae9e61-2cfb-47fc-b403-0c90b25748ac/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%201.png\" data-asset-id=\"325dace9-a16b-4029-be63-295bcced9287\" data-image-id=\"325dace9-a16b-4029-be63-295bcced9287\" alt=\"\"></figure>\n<p>Eerst wordt de standaard doorsnede geselecteerd. Met de pijltjestoets kan de doorsnede worden gewijzigd in een andere doorsnede uit de bibliotheek met hoeken.</p>\n<figure data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74c1b4da-f325-4de0-b244-7d2e37cb6562/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%202.png\" data-asset-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" data-image-id=\"488ffc45-f9a4-4ff1-b640-16eda2abdb62\" alt=\"\"></figure>\n<p>Wanneer enkele parameters worden gewijzigd (de dikte van de standaarddoorsnede, enz.), wordt de doorsnede aangepast.</p>\n<figure data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfdab366-4ee3-4661-aeed-d66db2a12624/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%203.png\" data-asset-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" data-image-id=\"2011ba73-3653-4333-9b6f-0772a6a61e58\" alt=\"\"></figure>\n<p>De aangepaste sectie wordt weergegeven op het tabblad Materialen.</p>\n<figure data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e4569d-07c0-483b-a7a1-9e874728c3a2/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%204.png\" data-asset-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" data-image-id=\"1c67614e-2ae2-486f-99bd-5f9e2f975ef4\" alt=\"\"></figure>\n<h2>Een bibliotheeksectie opslaan in de MPRL</h2>\n<p>De aangepaste sectie kan worden opgeslagen in de MPRL met de knop in het bovenste lint.</p>\n<figure data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00fce9c3-f9f6-40ef-ba64-756d04a3b64e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%205.png\" data-asset-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" data-image-id=\"54d35a4b-b37c-4add-b139-0ce30b39418f\" alt=\"\"></figure>\n<p>De naam van de doorsnede kan worden aangepast en opgeslagen in een geselecteerde/gemaakte tabel in de MPRL.</p>\n<figure data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6c7498e-d1f0-46e5-8da4-4b520b2de0b8/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%206.png\" data-asset-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" data-image-id=\"49ea2be3-cf7f-4c60-aa39-39180131c284\" alt=\"\"></figure>\n<p>In de MPRL wordt de aangepaste L (100/9) opgeslagen op de geselecteerde locatie.</p>\n<figure data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11a7d981-2ad4-4fdf-a437-2556289cb07a/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%207.png\" data-asset-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" data-image-id=\"2a04d3b4-c4c8-4247-828a-7aa23c1322b6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6642b3cf_27f2_0115_d52b_088f8a2dde16\"></object>\n<h2>Een algemene doorsnede opslaan in de MPRL</h2>\n<p>Het is ook mogelijk om de aangepaste doorsnede die is gemaakt in de <a data-item-id=\"a93fbea4-d814-5dcb-aa9e-35315063cb88\" href=\"\"><strong>doorsnede-editor</strong></a> op te slaan in je MPRL (sinds versie 25.0.3).</p>\n<p>De algemene doorsnede kan worden gedefinieerd in de <strong>editor</strong>, die kan worden geopend vanuit de doorsnedebibliotheek.</p>\n<figure data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9f6ad3c4-cfa8-48a5-b0f5-bd08b3164ca0/MPRL%2025-1%201.png\" data-asset-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" data-image-id=\"605e981a-f642-4bdc-885d-0dfd746c6986\" alt=\"\"></figure>\n<p>Sla in Materials de algemene doorsnede op in je MPRL.</p>\n<figure data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9266835a-7066-47bf-b41d-259dfba944a7/MPRL%2025-1%202.png\" data-asset-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" data-image-id=\"893debdd-3869-4d9b-ace0-69eb66298f7f\" alt=\"\"></figure>\n<p>Deze doorsneden worden samen opgeslagen op de daarvoor bestemde plaats in de MPRL onder gelaste doorsneden.</p>\n<figure data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9bf1d750-1caa-4c6b-8c91-5b04e1c2bf7d/MPRL%2025-1%203.png\" data-asset-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" data-image-id=\"b8a67f88-e9d1-4f2e-9101-0de309596554\" alt=\"\"></figure>\n<h3>Beperkingen</h3>\n<ul>\n  <li>Opslaan van de samengestelde (gepaarde) secties: 2I, 2Uc, 2Uo, 2Lt, 2Lu, Box 2i, Box 2U, Box 2L, Box 4L is momenteel niet beschikbaar.<br>De voorgestelde workaround is om deze op te bouwen als een algemene stalen doorsnede.</li>\n  <li>Het opslaan van betondoorsneden is momenteel niet beschikbaar.</li>\n</ul>\n<h2>Een doorsnede laden vanuit de MPRL</h2>\n<p>In een nieuw Connection of Checkbot project kun je de eerder opgeslagen aangepaste doorsneden uit de MPRL laden met behulp van de standaard doorsnede bibliotheek.</p>\n<figure data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ada0f9-7737-4bcd-b8ed-effc62e68f2e/Saving%20of%20user-defined%20cross-sections%20to%20MPRL%208.png\" data-asset-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" data-image-id=\"e7d9e694-a02b-4fd8-b664-d7ae82b261b9\" alt=\"\"></figure>\n<p>De vormselector bevat een sectie <strong>Aangepast </strong>, waar alleen aangepaste vormen beschikbaar zijn die zijn opgeslagen in de MPRL onder bepaalde types. Merk op dat aangepaste tabellen ook beschikbaar zijn in Alles en gemarkeerd kunnen worden als Favorieten.</p>\n<h2>Doorsneden exporteren en importeren van/naar de MPRL</h2>\n<p>Het direct exporteren/importeren van doorsneden van/naar de MPRL is momenteel niet beschikbaar.</p>\n<p>Om de volledige bibliotheek met aangepaste vormen te delen, kun je het volgende bestand delen, dat je naar een andere computer kunt kopiëren (naar dezelfde locatie).</p>\n<p>%AppData%gebruiker_mprl_v2.sqlite</p>\n<p><em>Uitgebracht in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa versie 24.1.4</em></a><em>, bijgewerkt in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>versie 25.0.3</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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                    "value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in the CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1&nbsp;Cl. 3.1.7 (1) (Fig. 24a) is used by default in the CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1&nbsp;Cl. 3.1.7 (2) (Fig. 24b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e72b03ac-c1db-4c39-bbc2-f4d87b7522f2/Concrete%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" data-image-id=\"d99ce820-6afd-4050-a438-c0bd6d3e5e29\" alt=\"Fig. 26\tThe stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram.}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in value 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when, in addition to the factor of cracked concrete (<em>k</em><em><sub>c</sub></em><sub>2</sub> defined in (Fig. 25)), the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em>&nbsp;reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{k_c \\cdot f_{ck}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot k_{c2} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to the EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1,0.</p>\n<p><em>k</em><em><sub>c </sub></em>is the global reduction factor of the compressive strength</p>\n<p><em>k</em><em><sub>c</sub></em><sub>2</sub> is the reduction factor due to the presence of transverse cracking</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<figure data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/085222c7-055a-4870-9bcb-8f18bd65620f/Compression%20softening%20CSFM.PNG\" data-asset-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" data-image-id=\"b9d5ff6a-d0b5-43f3-a686-dddbe6675ac1\" alt=\"Fig. 27\tThe compression softening law.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 25\\qquad The compression softening law.}}}\\]</em></p>\n<h3>Concrete - SLS</h3>\n<p>The serviceability analysis contains certain simplifications of the constitutive models which are used for ultimate limit state analysis. The plastic branch of the stress-strain curve of concrete in compression is disregarded, while the elastic branch is linear and infinite. Compression softening law is not considered. These simplifications enhance the numerical stability and calculation speed and do not reduce the generality of the solution as long as the resultant material stress limits at serviceability are clearly below their yielding points (as required by Eurocode). Therefore, the simplified models used for serviceability are only valid if all verification requirements are fulfilled.</p>\n<figure data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bca48b51-2839-4b96-8dac-078574e47c12/Fig.%2011%20-%20Concrete%20stress-strain%20for%20serviceability%20.png\" data-asset-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" data-image-id=\"78f0e024-ae44-4ec0-b939-6ac74688ae23\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Concrete stress-strain diagrams implemented for serviceability analysis: short- and long-term verifications.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Long term effects</strong></p>\n<p>In serviceability analysis, the long-term effects of concrete are considered using an effective infinite creep coefficient (\\(\\varphi\\), taken as a value of 2.5 by default) which modifies the secant modulus of elasticity of concrete (<em>E</em><em><sub>cm</sub></em>) according to EN 1992-1-1, section 3.1.4 (3) resp. 7.4.3 (5) as follows:</p>\n<p>\\[E_{c,eff} = \\frac{E_{cm}}{1+\\varphi}\\]</p>\n<p>When considering long-term effects, a load step with all permanent loads is first calculated considering the creep coefficient (i.e., using the effective modulus of elasticity of concrete, <em>E</em><em><sub>c,eff</sub></em>) and then the additional loads are calculated without the creep coefficient (i.e., using <em>E</em><em><sub>cm</sub></em>). In addition, to conduct short-term verifications, another calculation is performed in which all loads are calculated without the creep coefficient. Both calculations for long and short-term verifications are depicted in Fig. 26.</p>\n<p>Creep factors are defined by the user in material properties and shall be calculated according to EN 1992-1-1, Fig 3.1.</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 27) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 27 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\) \\( \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\)</em></p>\n<p><br></p>\n<p>Tension stiffening (Fig. 28) &nbsp;is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 28\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
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            "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member is a software for design of single or at maximum several steel members including their joints and necessary surrounding members.</p>\n<figure data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74d4085a-18b2-4846-893e-28f37ae58e99/uncommon.jpg\" data-asset-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" data-image-id=\"cc2022de-6af3-42e9-a875-2b78b7234833\" alt=\"\"></figure>\n<p><em>Typical examples of not common steel members</em></p>\n<p>There are many great tools for the design of 3D steel frames – SAP2000, Robot Structural Analysis, SCIA Engineer., etc.<br>\nThey cover almost all requirements of structural steel designers. But still, there are issues with many question marks. Mainly in:</p>\n<ul>\n  <li>Connections, details, nodes</li>\n  <li>Stability and buckling</li>\n</ul>\n<p>IDEA StatiCa is focused on more complex parts of steel structures and offers:</p>\n<ol>\n  <li>IDEA StatiCa Connection for checking of nodes and connections of any topology</li>\n  <li>IDEA StatiCa Member for resolving all unclear topics of stability and buckling</li>\n</ol>\n<p>Every structural engineer usually calculates the steel structure in some 3D FEA software. Then, he needs to take steel members one by one and do 2 main checks for steel member:</p>\n<ul>\n  <li>Section check</li>\n  <li>Stability check</li>\n</ul>\n<p>He uses calculated internal forces and applies analysis formulas mostly defined in national design code.</p>\n<p>The same approach is applied in Steel Member.</p>\n<p>Structural engineer calculates steel structure (frame) in 3D FEA software. The analyzed member and all members related to it are separated from the modeled 3D structure and are resolved using CBFEM.</p>\n<ul>\n  <li>Global analysis of steel frame is done in 3D FEA software.</li>\n  <li>All analyzed members are modeled by CBFEM.</li>\n  <li>A simpler model is used for all related members (connected in nodes). Related members can be supported at the ends.</li>\n  <li>Nodes and connections are designed in IDEA StatiCa Connection UI.</li>\n  <li>Specific manufacturing operations can be applied on member – transversal or longitudinal stiffeners, openings, cuts...</li>\n  <li>Loads can be applied on members and at the ends of related members (equilibrium principle like in Connection).\n    <ul>\n      <li>Analyzed member is loaded by standard loads derived from calculated internal forces (during the import of the model and load cases). The user can select the position of the load, e.g. at upper flange of the beam.</li>\n      <li>Related members are loaded by standard loads and end internal forces.</li>\n    </ul>\n  </li>\n</ul>\n<figure data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27fcb565-bf6f-4539-be1f-6d7837cb8f22/column.png\" data-asset-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" data-image-id=\"8e0094d0-5e3a-41b1-803e-5987063c0d01\" alt=\"\"></figure>\n<p><em>CBFEM model of a column. One analyzed column, four related members and precise model of anchoring</em></p>\n<figure data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/43045856-e046-4f37-8e0e-9638e078e5ff/frame.png\" data-asset-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" data-image-id=\"86b2b918-9d8a-4faa-a804-6e053b11c491\" alt=\"\"></figure>\n<p><em>CBFEM model of a castellated beam between two columns</em></p>\n<p>The analysis model of Member is created by CBFEM. Member provides 3 types of analysis:</p>\n<ul>\n  <li>MNA – Materially Non-linear Analysis.</li>\n  <li>LBA – Linear Buckling Analysis (stability)</li>\n  <li>GMNIA – Geometrically and Materially Non-linear Analysis with Imperfections</li>\n</ul>\n<p>Structural engineer can do in Member on much higher level the same check as in standard workflows:</p>\n<ul>\n  <li>Section check: MNA is used. Strain check of 5&nbsp;% is applied.</li>\n  <li>Stability check: LBA tells the shape of stability collapse and advises how imperfection should be defined. GMNIA is used afterward. Strain check of 5&nbsp;% is applied or attainment of maximum load (end of convergence).</li>\n</ul>\n<p>The same model as in IDEA StatiCa Connection – Component Based Finite Element Method – is used:</p>\n<p><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">IDEA StatiCa Connection Theoretical Background</a></p>\n<h2>Model description</h2>\n<p>Application IDEA&nbsp;StatiCa Member works with a multi-level model of the structure with combined loads. The goal is a proper investigation and check of selected members of a structure – “analyzed” members.</p>\n<p>Other parts of the model are:</p>\n<ul>\n  <li>Related member(s) – all members which are connected to the analyzed member(s)</li>\n  <li>Connection(s) – CBFEM connection(s) of analyzed and related members</li>\n  <li>End supports on related members</li>\n  <li>Loads on analyzed member</li>\n  <li>Loads on related members</li>\n  <li>End forces on related members</li>\n</ul>\n<figure data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4645d491-3009-42ac-90fe-127971e5b9c0/new.png\" data-asset-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" data-image-id=\"33abc0f9-65c7-434e-a5d4-42f6c21b1990\" alt=\"\"></figure>\n<p><em>CBFEM model of member as a part of seismic bracing system</em></p>\n<p>Analyzed member is “cut-off” of the structure and investigated separately. All loads on the analyzed member and related members have to be applied as in 3D model of the whole structure. In the places of “cut”, which is done at the ends of related members, the internal forces are applied as actions on members. The cut-off structure loaded in such way is in equilibrium. It means that theoretically no supports are needed for the analytical model. CBFEM model is more precise than a standard member model. It is a benefit but it also causes the partial infraction of equilibrium. Therefore, it is useful to apply supports at the ends of related beams. Supports should be defined to allow the same behavior of cut-off structure as it is in the whole structure. The program lets it on a judgment of a structural engineer.</p>\n<h2>Analyzed member</h2>\n<p>The analyzed member is an investigated member upon which loads are directly applied. The loads on the analyzed member can be applied to the member centerline or directly to the individual plates of the member with the real area of loading. Analyzed members are modeled fully with shell elements.</p>\n<figure data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27dcde34-9280-494d-b35f-a4f8e0d1edbe/analyzed.png\" data-asset-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" data-image-id=\"c92095b3-2dd6-4f09-a19f-d74328a72941\" alt=\"\"></figure>\n<p><em>Model of analyzed member</em></p>\n<h2>Related members</h2>\n<p>Related members are divided into stub part adjacent to the analyzed member and simplified part at the rest of the related member. Stub is modeled by shell elements (full CBFEM model) and simplified parts by simple 1D beam elements with six degrees of freedom. Only the necessary part close to the joint with analyzed member (the stub) is modeled by shell elements to speed up the calculation. The ends of related members are supported by user-defined restriction of translation or rotation in arbitrary direction in local coordinates of the related member.</p>\n<figure data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed2729c-92ea-47d7-badc-70b09c0efd15/related.png\" data-asset-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" data-image-id=\"81d47b0e-bbe7-4c43-bf01-158e82a280b6\" alt=\"\"></figure>\n<p><em>Model of related beams</em></p>\n<h2>Connections</h2>\n<p>Connections between analyzed and related members are properly defined in the way they are modeled in IDEA StatiCa Connection. Note that they are not checked in IDEA StatiCa Member, because this application work with loads critical for the member, not for connections. The proper check of connections shall be done in IDEA StatiCa Connection.</p>\n<h2>Supports</h2>\n<p>IDEA StatiCa Member adds the second level of FEA analysis of the selected member(s). The first level is done in the standard 3D FEA program. The second level uses internal forces calculated in the first level. The structure loaded in such way is in equilibrium.</p>\n<p>More precise model (e.g. local eccentricities of members, real lengths of members...) and especially imposed imperfections for the GMNIA analysis cause that the equilibrium is not kept. Reasonable supporting based on structural engineer judgment is recommended.</p>\n<p>Standard supports can be defined at the ends of related members. All 3 translation and 3 rotations can be eliminated by support. Supports are defined in the local coordinate system of the member.</p>\n<figure data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0747a490-1594-46c5-9eff-9363a0ce0b38/end_support.png\" data-asset-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" data-image-id=\"850b4f4a-02ab-46c6-8b76-e56bc35c8c9b\" alt=\"\"></figure>\n<p><em>End supports on related member – purlin; x-direction and all 3 rotations are supported</em></p>\n<h2>Loads</h2>\n<p>The analyzed member (or piece of a structure) must be loaded like it is loaded in the whole structure. Self-weight is not applied automatically; only the user-defined loads are considered. Following loads are applied:</p>\n<ul>\n  <li>Line loads on analyzed and related members</li>\n  <li>Internal forces in end sections of related members</li>\n</ul>\n<h3>Line loads</h3>\n<p>Structural engineer knows very well line loads and point loads from 3D FEA software. Such loads are idealized for the purpose of 1D members. They do not exist in real life. The real loads are usually planar or surface loads or members are loaded through the connections of other members.</p>\n<p>The user can apply line loads on analyzed members, but he must add more details – on which flange or web is the load applied, the width of loaded area, etc. Also, point loads are better to input as planar loads of specific length and width.</p>\n<p>Line loads on related members are applied in the standard way as in 3D FEA software.</p>\n<figure data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b417e132-da74-4c1f-a27a-dbbc4dbacf75/line_load.png\" data-asset-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" data-image-id=\"c1a3a829-8dea-4918-8802-933ca5e0bc91\" alt=\"\"></figure>\n<p><em>Point load is input as line load with a specific width</em></p>\n<h3>End forces</h3>\n<p>Internal forces at the end sections of related members. They are applied as actions on related members. It is very similar to loading of members in models of connections in IDEA StatiCa Connection.</p>\n<figure data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bdce5327-5e95-404d-885a-83d0a10ff656/end_forces.png\" data-asset-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" data-image-id=\"cc764761-3bcf-4d11-849d-37cb6f6baad0\" alt=\"\"></figure>\n<p><em>Internal forces as load actions at the end of related member</em></p>\n<h2>Practical example</h2>\n<p>The process of CBFEM model assembly is shown on the following example.</p>\n<p>Designer needs to check lateral-torsional buckling resistance of a girder in a frame. If the standard approach is used, the whole frame is calculated in 3D FEA software. Then the girder is checked separately. Boundary conditions are decided; codes usually use assumption of rigid or pinned supports. Generally, even a spring of semi-rigid joint may be selected. The decision is a key factor in the assessment of lateral-torsional buckling resistance and is fully dependent on the designer's estimation. The calculated internal forces are compared to the resistance of lateral-torsional buckling determined by analytical formulas.</p>\n<p>Application Member uses completely the same principles. Analyzed member is cut from the full model of the structure. The boundary conditions are not estimated but all the connecting parts are exactly modeled. The problem of boundary conditions is not completely solved due to the need to support the ends of related members. Supports of related members depend on the designer's decision but their influence on the load resistance of the analyzed member is smaller by several magnitudes than compared to the standard approach.</p>\n<figure data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c04867f-df4f-46fe-a2c3-93e9f22f473d/girder.png\" data-asset-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" data-image-id=\"ff1920cf-80c8-469b-9f97-d2910059f8c1\" alt=\"\"></figure>\n<p><em>Example of the model of girder with joints, related members, and loads</em></p>\n<p>The analyzed member AM1 – the girder – is loaded by continuous load acting on the upper flange. The joints are modeled and checked in IDEA StatiCa Connection.</p>\n<p>Columns are the related members at the model. They are fixed at the bottom. At the top, they are supported only in transverse direction (<em>y</em>, <em>z</em>). That allows loading the columns by the weight of the rest of the structure – by normal force and bending moment in this example. Their magnitudes correspond to the internal forces solved on 3D model in FEA software. There is no other load acting on the columns.</p>\n<p>Other related members are the secondary beams. They are simply supported and the real loads are applied to them along their whole length. At their ends, simple supports are applied with added restriction of rotation around longitudinal axis <em>x</em>.</p>\n<p>Of course, CBFEM model is also somehow simplified. Nevertheless, it describes the behavior of analyzed member more precisely than the standard approach based on analytical formulas and estimation of boundary conditions and bending moment diagram.</p>\n<p>Following figures show the expected behavior of the girder.</p>\n<figure data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9404b896-8194-426a-b03c-0d51d40ada29/deformation.png\" data-asset-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" data-image-id=\"c4c53b46-1dd8-4d0f-bddf-ec278fa4f8b2\" alt=\"\"></figure>\n<p><em>Deformation of the girder determined by MNA</em></p>\n<figure data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13c6a0b4-a9de-4ec6-864a-b86132d11788/buckling.png\" data-asset-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" data-image-id=\"4d8bf85f-5978-40a9-8698-781126639f8a\" alt=\"\"></figure>\n<p><em>Buckling mode shape determined by LBA</em></p>\n<h2>Analysis</h2>\n<p>IDEA StatiCa Member is able to perform three types of analysis:</p>\n<ol>\n  <li>Materially Nonlinear Analysis</li>\n  <li>Linear Buckling Analysis</li>\n  <li>Geometrically and Materially Nonlinear Analysis with Imperfections</li>\n</ol>\n<p>The first two analyzes can be used for code checks of members, e.g. using General method (EN&nbsp;1993-1-1, Cl.&nbsp;6.3.4), but mostly they are used for the preparation of the third, most precise, analysis.</p>\n<h3>Materially Nonlinear Analysis (MNA)</h3>\n<p>Materially nonlinear and geometrically linear static analysis is sufficient for stocky members without any buckling issues. The aim of application IDEA StatiCa Member is to solve complicated members so MNA analysis is usually not sufficient for complete assessment. This analysis is required to perform other analysis types.</p>\n<figure data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f1e697d8-8c3e-41b7-9c60-7a53661b6240/stress-strain.PNG\" data-asset-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" data-image-id=\"4a87d912-cc54-4809-b5ef-797e0f8203dc\" alt=\"\"></figure>\n<p><em>Material diagrams of steel in numerical models</em></p>\n<h3>Linear Buckling Analysis (LBA)</h3>\n<p>The structure is considered perfect without any geometrical or material imperfections and the material is elastic in this analysis type. Linear buckling analysis provides factor <em>α</em><sub>cr</sub> – minimum amplifier for design loads to reach the elastic critical resistance of the structural component. The factor determines the load when Euler's critical buckling load is reached. The real buckling load of a real, imperfect structure may be much lower and therefore high safety margin is recommended:</p>\n<ul>\n  <li><em>α</em><sub>cr</sub> &gt; 15 – use MNA</li>\n  <li><em>α</em><sub>cr</sub> &lt; 15 – use GMNIA</li>\n</ul>\n<p>Another result of LBA with the same importance is the buckling mode shape. It provides information which part of the modeled structure loses stability. User should check all the buckling modes and select the important ones for application of imperfections. The important buckling mode shapes are usually causing sinusoidal half-wave bow deflection of the analyzed member or local buckling of slender plates.</p>\n<figure data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/05436bd7-2718-4de3-9865-6fc39cbe056a/LBA.png\" data-asset-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" data-image-id=\"1c01a679-f090-4ba8-b08e-c064056bb7fd\" alt=\"\"></figure>\n<p><em>Buckling mode shapes</em></p>\n<p>The buckling mode shape also provides us with the information whether the member fails in flexural buckling around weaker or stronger axis, torsional buckling (axially loaded columns) or lateral-torsional buckling (bended beams) or local buckling (members with slender plates). Note that for complicated structures, buckling mode shapes may combine buckling of several members with various shapes. Also, if a whole frame is modeled, the frame will buckle as a whole and not columns and the girder separately.</p>\n<figure data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2e089209-f335-4202-8d16-ab8cbfe3ab69/LBA2.png\" data-asset-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" data-image-id=\"4df8f705-9299-40b9-8e40-ab792eb45162\" alt=\"\"></figure>\n<p><em>Flexural, torsional, lateral-torsional buckling</em></p>\n<p>Buckling mode shapes are directly used for application of imperfections in the most sophisticated analysis type – GMNIA.</p>\n<h3>Geometrically and Materially Nonlinear Analysis with Imperfections (GMNIA)</h3>\n<p>Geometrically and materially nonlinear analysis with imperfections is the most sophisticated analysis type for static loading. All the imperfections (varying thickness of plates, out-of-straightness, residual stresses, non-homogeneities in material, misalignment of supports...) are substituted by equivalent geometrical imperfections and can be set using buckling mode shapes calculated by LBA. User selects the maximum amplitude of buckling mode shape used for imperfection. The description of imperfections is in the next chapter.</p>\n<h3>Interpretation of results</h3>\n<p>Most design codes recognize two limit states – serviceability and ultimate.</p>\n<h4>Serviceability limit state</h4>\n<p>Design codes provide limits of deflection of members. These can be checked by comparing the deflection of analyzed member to the limits.</p>\n<h4>Ultimate limit state</h4>\n<p>Ultimate limit state may be reached by attainment of a limiting value of the principal membrane strain – recommended as 5 % or attainment of the maximum load for members susceptible to buckling. Maximum load is reached when the solver stops converging (because the model is loaded by forces and not by displacements). End of convergence means that no load increment may be applied to the model and the analysis may stop below 100&nbsp;% of defined load. Descending branch of the load-deformation diagram cannot be captured.</p>\n<figure data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8001e1c4-c682-4144-965e-120c259dd7da/convergence.png\" data-asset-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" data-image-id=\"ae6ee348-af7d-4b98-8126-86b54969ac6c\" alt=\"\"></figure>\n<p><em>End of convergence in GMNIA</em></p>\n<h2>Imperfections</h2>\n<p>The imperfections are inaccuracies in supports, residual stresses in members, variable thicknesses of plates, out-of-straightness of members, etc. All these imperfections are simulated by equivalent geometrical imperfection. Three geometrical imperfection types may be considered:</p>\n<ol>\n  <li>Global imperfections of the structure</li>\n  <li>Local imperfections of members</li>\n  <li>Local imperfections of slender member plates</li>\n</ol>\n<p>There are guidelines in e.g. EN 1993-1-1 and EN&nbsp;1993-1-5 for each imperfection type.</p>\n<h2>Global imperfections</h2>\n<p>Global imperfections of the structure are described in EN 1993-1-1, Cl. 5.3.2 (3). The structure should be inclined in the form of equivalent sway imperfection according to the following figure.</p>\n<figure data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61f0d4bf-61c3-4889-8c1f-eafcbbf86129/global_sway_imperfections.png\" data-asset-id=\"49816952-a698-4e24-b839-5cab45446b5b\" data-image-id=\"49816952-a698-4e24-b839-5cab45446b5b\" alt=\"\"></figure>\n<p><em>Equivalent sway imperfection (from EN 1993-1-1 – Figure&nbsp;5.2)</em></p>\n<p>The angle of imperfection is:</p>\n<p>\\[ \\phi = \\phi_0 α_h α_m \\]</p>\n<p>where:</p>\n<ul>\n  <li><em>ϕ</em><sub>0</sub> = 1/200 – basic value of imperfection</li>\n  <li>\\( 2/3 \\le α_h = \\frac{2}{\\sqrt{h}} \\le 1.0 \\) – reduction factor for height <em>h</em> applicable to columns</li>\n  <li><em>h</em> – height of the structure in meters</li>\n  <li>\\( \\alpha_m = \\sqrt{0.5 \\left ( 1+\\frac{1}{m} \\right )} \\) – reduction factor for the number of columns in a row</li>\n  <li><em>m</em> – number of columns in a row including only those columns which carry a vertical load <em>N</em><sub>Ed</sub> not less than 50&nbsp;% of the average value of the column in the vertical plane considered</li>\n</ul>\n<p>The global imperfections should be applied to the structure in the global analysis model to obtain correct loads. The global imperfections need not be applied also to the model in application IDEA StatiCa Member if e.g. only one beam is analyzed.</p>\n<h2>Local imperfections of members</h2>\n<p>Local imperfections of members are described in EN 1993-1-1, Cl. 5.3.2 (3). The imperfections are considered in the shape of local bow imperfection with the amplitude <em>e</em><sub>0</sub>/<em>L</em>, where <em>L</em> is the member theoretical length (node-to-node distance).</p>\n<figure data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f979b9c8-b298-4559-9b56-c017e2e3f063/local_bow_imperfections.png\" data-asset-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" data-image-id=\"578ee1bc-2bac-435f-b751-334b1b687080\" alt=\"\"></figure>\n<p><em>Design values of initial local bow imperfections (from EN 1993-1-1 – Table&nbsp;5.1)</em></p>\n<p>The plastic analysis is used so the right column of the table should be used. The amplitude <em>e</em><sub>0</sub> should be chosen according to the table above for predominantly compressed member where flexural, torsional or torsional-flexural buckling is expected. If the member is predominantly bended and main failure mode is lateral-torsional buckling, the amplitude <em>e</em><sub>0</sub> may be decreased by factor <em>k</em> = 0.5 according to EN&nbsp;1993-1-1, Cl.&nbsp;5.3.4 (3).</p>\n<p>Two examples are shown:</p>\n<h4>Example 1: Column</h4>\n<p>Column with the length 4&nbsp;m is loaded by axial force and has <em>α</em><sub>cr</sub> = 1.4 for buckling around stronger axis and <em>α</em><sub>cr</sub> = 1.5 around weaker axis. Other values are significantly higher. Two cases should be checked:</p>\n<ol>\n  <li>Buckling around stronger axis: According to Table&nbsp;6.2, buckling curve a is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250 for plastic analysis. Therefore, amplitude 4000 / 250 = 16&nbsp;mm is applied to the first buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n  <li>Buckling around weaker axis: According to Table&nbsp;6.2, buckling curve b is selected which corresponds to amplitude of imperfection <em>e</em><sub>0</sub> / <em>L</em> = 1 / 200 for plastic analysis. Therefore, amplitude 4000 / 200 = 20&nbsp;mm is applied to the second buckling mode shape. GMNIA is run and the limit states are evaluated.</li>\n</ol>\n<p>Minimal load resistance should be used. Alternatively, both buckling modes may be used at the same time, which leads to safer result and faster calculation time.</p>\n<h4>Example 2: Beam</h4>\n<p>Beam with the theoretical span (node to node distance) of 6&nbsp;m is loaded by transverse load. LBA shows that the first buckling mode shape is lateral-torsional buckling with <em>α</em><sub>cr</sub> = 1.9. Other buckling mode shapes are with significantly higher values of <em>α</em><sub>cr</sub>. According to Table&nbsp;6.4, buckling curve a is selected which corresponds to amplitude <em>e</em><sub>0</sub> / <em>L</em> = 1 / 250. Because lateral-torsional buckling is investigated, factor <em>k</em><sub>0</sub> = 0.5 may be used. Amplitude 0.5 • 6000 / 250 = 12&nbsp;mm is applied to the first buckling mode. GMNIA is run and the limit states are evaluated</p>\n<h2>Local imperfections of slender member plates</h2>\n<p>If members are class 4, local imperfections of plates should be also applied. The panel imperfection amplitude should be <em>a</em> / 200 where <em>a</em> is the shorter panel span according to EN&nbsp;1993-1-5, Cl.&nbsp;C.5.</p>\n<figure data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bcf2854b-9463-4e53-94c8-01335eed3bfe/Class%204%20member.png\" data-asset-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" data-image-id=\"3c24e3eb-5d6b-4e19-bfd6-0117da347858\" alt=\"IDEA StatiCa Member for steel\"></figure>\n<p><em>Local buckling of slender plates</em></p>\n<p>While GMNIA should be a suitable analysis for the assessment of slender members, currently, not enough verifications and validations were made to confirm that the model is safe. Therefore, it is not recommended to use IDEA StatiCa Member for slender members (class&nbsp;4) for now.</p>\n<figure data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0ab79d33-15c5-4c12-9ad9-f876391d6118/class4_2.png\" data-asset-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" data-image-id=\"644ee41f-1a85-49bc-8d9b-7b5df0e51bc0\" alt=\"\"></figure>\n<p><em>Influence of imperfections on the numerical analysis of slender plates</em></p>\n<h2>Applying imperfections in IDEA StatiCa Member</h2>\n<p>IDEA StatiCa Member allows applying imperfections in the buckling mode shapes with maximal amplitude chosen by user in absolute value. Usually, the first buckling mode shape with the maximum amplitude according to Table&nbsp;5.1 in EN&nbsp;1993-1-1 is enough. For members with cross-section class&nbsp;4, more buckling mode shapes must be considered and a combination of at least two buckling modes used. Especially for model with more analyzed members, several buckling mode shapes has to be selected.</p>\n<h2>Advanced design according to AISC 360-16</h2>\n<p>AISC 360-16 does not directly refer to the design of members by a finite element analysis using shell elements so it is recommended to use much more detailed guide in EN&nbsp;1993-1-5. Comm. 1.3.3b refers to ECCS: Ultimate Limit State Calculation of Sway Frames with Rigid Joints (1984) where the concept of equivalent geometrical imperfection is used. The design by inelastic analysis is covered in Appendix&nbsp;1.3. The inelastic analysis shall take into account:</p>\n<ul>\n  <li>flexural, shear, axial and torsional member deformations, and all other component and connection deformations that contribute to the displacements of the structure – covered by use of GMNIA and member consisting of shell elements</li>\n  <li>second-order effects (including <em>P-Δ</em>, <em>P-δ</em>, and twisting effects) – covered by use of GMNIA</li>\n  <li>geometric imperfections – set by user by using buckling mode shape from LBA analysis</li>\n  <li>stiffness reductions due to inelasticity, including partial yielding of the cross section that may be accentuated by the presence of residual stresses – it is not possible to set residual stress in the member. However, using Appendix 1.3.3c, residual stress modeling may be replaced by reduction of the elastic modulus, <em>E</em>, and modulus in shear, <em>G</em>, by 0.8.</li>\n  <li>uncertainty in system, member, and connection strength and stiffness – covered by use of geometrical imperfections and stiffness reduction</li>\n</ul>\n<p>Appendix 1.3.3b states: \"In all cases, the analysis shall directly model the effects of initial imperfections due to both points of intersection of members displaced from their nominal locations (system imperfections), and initial out-of-straightness or offsets of members along their length (member imperfections). The magnitude of the initial displacements shall be the maximum amount considered in the design; the pattern of initial displacements shall be such that it provides the greatest destabilizing effect.\"</p>\n<p>Geometric imperfections are described in Comm. C2.2: \"Initial geometric imperfections are conservatively assumed equal to the maximum material, fabrication and erection tolerances permitted in the AISC Code of Standard Practice (AISC, 2016a): a member out-of-straightness equal to <em>L</em> / 1000, where <em>L</em> is the member length between brace or framing points, and a frame out-of-plumbness equal to <em>H</em> / 500, where <em>H</em> is the story height.\"</p>\n<p>It is recommended to apply out-of-plumbness in the 3D FEA software and out-of-straightness in IDEA StatiCa Member application.</p>\n<h4>Summary:</h4>\n<p>If it is decided to use the AISC approach, apply out-of-plumbness <em>H</em> / 500 in 3D FEA software, out-of-straightness <em>L</em> / 1000 in Member and reduce the modulus of elasticity in tension/compression and shear by factor 0.8. Note that this procedure does not cover complicated issues with several buckling mode factors close to each other.</p>"
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            "value": "<p>IDEA StatiCa Member model organization is slightly different than in the other IDEA StatiCa applications however it still respects the <a data-item-id=\"6e068636-6a02-5d0e-89ad-6dcff4e21151\" href=\"\">CBFEM </a>approach. Let's go through the key definitions.</p>\n<p><br></p>\n<p>Analyzed member is a part of the structure which is meant to be analyzed, the part in which we are interested in. Related members are all other members that are connected to the analyzed one. Related members have common joints with the analyzed one.</p>\n<figure data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5f447ff8-62a3-4974-acd3-2e59475a0429/MemberModelOrganization_2.png\" data-asset-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" data-image-id=\"31288f09-3b6c-4a99-9e93-303c0b8100df\" alt=\"\"></figure>\n<p>Connections between the Analyzed member and the Related members are defined by the joint design.&nbsp;</p>\n<figure data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f583d0df-6c6b-4eac-8a5a-f4cc7ccb0d3e/MemberModelOrganization_4.png\" data-asset-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" data-image-id=\"06a4334f-99cc-49ac-81b8-4a6479a95031\" alt=\"\"></figure>\n<p>Loads can be introduced in several ways. Basically two possibilities can be distinguished - Internal forces and applied loads. Internal forces can be introduced at the end of a related member. Applied loads can be introduced on the Analyzed member or on Related members as the uniform load.</p>\n<figure data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7aa2f0c-7e4e-4cbc-8985-fedc9395c674/MemberModelOrganization_3.png\" data-asset-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" data-image-id=\"1dc679a7-3646-46f9-a3a5-92c4e305e941\" alt=\"\"></figure>\n<p>By defining all these parts of the model, the Member organization is complete.</p>\n<figure data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1332b931-102c-4bd5-a89d-70e20c2a1a02/MemberModelOrganization_1.png\" data-asset-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" data-image-id=\"d4c1944d-a4bb-4fdd-92e2-1d287555b4c8\" alt=\"\"></figure>\n<p>The whole description of the model workflow is explained in the <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">Theoretical background for IDEA StatiCa Member</a>.&nbsp;</p>"
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                    "value": "<p>The definition of boundary conditions is one of the most difficult tasks of modeling in any software. IDEA StatiCa Member works with part of your structure which is “cut-off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on the judgment of an engineer.</p>\n<p>In IDEA StatiCa Member you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a) Supports – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) End forces on related members – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause that the equilibrium is not preserved and mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) Supports + End forces on related members – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>"
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                    "value": "The definition of boundary conditions is one of the most challenging tasks of modeling in any software. In the three following cases, the behavior of the segment of the structure subjected to different load and boundary conditions is explained."
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                    "value": "<h2>Introduction</h2>\n<p>IDEA StatiCa Member works with part of your structure that is “cut off” from your global 3D FEA model. Therefore, the program lets the definition of boundary conditions on an engineer's judgment.</p>\n<p>In IDEA StatiCa Member, you can define boundary conditions at the ends of related members. The application offers to input:</p>\n<p>a)<strong> Supports</strong> – definition of supports should correspond to your 3D FEA model</p>\n<figure data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a6748246-16f9-4a41-a04b-83fc5dcf4daa/M_FAQ_Boundary-conditions_01.png\" data-asset-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" data-image-id=\"fa3cbfcc-8cf2-4f58-b09f-994a670851df\" alt=\"\"></figure>\n<p>b) <strong>End forces on related members</strong> – correspond to internal forces calculated in the standard 3D FEA program</p>\n<p>It is not possible to input only End forces on related members without using supports. A more precise model (e.g. local eccentricities of members, and real lengths of members are taken into account ) is used. Thus the imposed imperfections for the GMNIA analysis cause the equilibrium is not preserved, and the mechanism may, therefore, be defined.</p>\n<p>Reasonable support based on structural engineer judgment is recommended.</p>\n<figure data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b4e905b-abe7-4bf4-8b24-01bd7f5a7cab/M_FAQ_Boundary-conditions_02.png\" data-asset-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" data-image-id=\"de2588a0-14fc-40bc-8c7f-fc9eff0ec54e\" alt=\"\"></figure>\n<p>c) <strong>Supports + End forces on related members</strong> – minimal reasonable supporting based on structural engineer judgment + add internal forces from your 3D FEA program.</p>\n<figure data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/34efa368-8aee-417a-8baf-7ff33262be54/M_FAQ_Boundary-conditions_03.png\" data-asset-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" data-image-id=\"2f6c3066-eddb-437f-9bdf-eff677c82b2b\" alt=\"\"></figure>\n<h2>Internal forces from the global model</h2>\n<figure data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5139c79-4a9a-4653-bff1-837457fdaa7d/M_FAQ_Impact_boundary_conditions_01.jpg\" data-asset-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" data-image-id=\"4106b88a-f538-4b29-800d-c728b44d6ca1\" alt=\"\"></figure>\n<p>A segment of the structure is cut from a global model. The cut choice is entirely arbitrary and depends on the user's judgment. The model should be symmetrical, which is reflected in this case.</p>\n<figure data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9c1d823-ac56-47b9-bed1-af68860c9568/M_FAQ_Impact_boundary_conditions_02.jpg\" data-asset-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" data-image-id=\"73e296e8-e0d2-4bff-a36e-c3b02ff51f72\" alt=\"\"></figure>\n<p><em>Fig. 01 Bending moments and shear forces on the main girder</em></p>\n<figure data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce42e9f9-813c-4e3a-b7d0-5776f6a14222/M_FAQ_Impact_boundary_conditions_03.jpg\" data-asset-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" data-image-id=\"01582e95-fe1c-4905-88d7-5819a4553563\" alt=\"\"></figure>\n<p><em>Fig. 02 Global deformation of the main girder</em></p>\n<figure data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1868f56e-8965-4917-ba7a-f661ec201f02/M_FAQ_Impact_boundary_conditions_04.jpg\" data-asset-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" data-image-id=\"4b61df60-897d-48cf-a4b2-08155ff09185\" alt=\"\"></figure>\n<p><em>Fig. 03 Normal stress on the main girder</em></p>\n<h2>Impact of the boundary conditions in IDEA StatiCa Member</h2>\n<p>The boundary conditions have a huge impact on the behavior of a structure. The user should respect the global behavior of the structure during the modeling of the structural segment in IDEA StatiCa Member.&nbsp;</p>\n<p>The boundary conditions ought to be chosen according to the behavior of the global model. Either translation or rotations shouldn't be restricted to any additional stresses that could be created. The ignorance of these rules will have a big impact on the results of all three available types of analyses: materially non-linear analysis (MNA), linear buckling analysis (LBA), and geometrically and materially non-linear analysis with imperfections (GMNIA).</p>\n<p><br></p>\n<p><strong>The following points indicate the important rules:</strong></p>\n<ul>\n  <li>The model is in equilibrium after export&nbsp;if the internal forces (N, V, M) are added at the ends of related members.</li>\n  <li>Boundary conditions serve to constrain the additional reactions, which were created after MNA, LBA and GMNIA analyses.</li>\n  <li>Without boundary conditions, the model can't be calculated.</li>\n</ul>\n<figure data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d4cf2441-02f5-4c1a-9c3b-684f44ad07df/M_FAQ_Impact_boundary_conditions_05%2B06.png\" data-asset-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" data-image-id=\"1d834100-b25a-45dd-8b19-d436e9abe729\" alt=\"\"></figure>\n<p><em>Fig. 04 Internal forces at the end of related members</em></p>\n<h2>Example 1: Correct boundary conditions and internal forces at the ends of related members</h2>\n<p>This model includes the boundary conditions corresponding to the global model, i.e. hinges (Fig. 05). Thanks to internal forces at the end of related members, you receive the corresponding diagram of internal forces as in the global model (Fig. 06).</p>\n<figure data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e63a9fd2-c05e-465a-b3db-cbd6fc95f29f/M_FAQ_Impact_boundary_conditions_07%2B08.png\" data-asset-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" data-image-id=\"c0725744-94f1-449e-9bf3-8b09349d38e0\" alt=\"\"></figure>\n<p><em>Fig. 05 Hinges and internal forces at the end of related members</em></p>\n<figure data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/71cbe4c2-6e26-4ca2-b9eb-57cea65a84a3/M_FAQ_Impact_boundary_conditions_09.jpg\" data-asset-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" data-image-id=\"a6cb5796-0ae8-4967-8c9b-b9ae576de125\" alt=\"\"></figure>\n<p><em>Fig. 06 Bending moments in the Member application</em></p>\n<p>The equivalent stress and deformation prove that the boundary conditions and the diagram of internal forces (Fig.06) comply with the global model of the structure (Fig. 03). Results of equivalent stress are slightly higher than in the linear analysis in global FEM (Fig. 03) due to the plate model and consideration of the real stiffness of the connections between the diaphragm and the main girders.</p>\n<figure data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/938b0994-e469-4b2c-8327-0560b538bffe/M_FAQ_Impact_boundary_conditions_10.jpg\" data-asset-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" data-image-id=\"77e5fdeb-257e-400f-8b9c-96fa6c81b32f\" alt=\"\"></figure>\n<p><em>Fig. 07 Equivalent stress from the material non-linear analysis</em></p>\n<p>The linear buckling analysis (LBA) shows that the first critical factor reaches a value of 2.66. The first mode shape causes the diaphragm to buckle (Fig. 08). The second factor is close to the first one and reaches a value of 3.14 (Fig. 09). This mode shape causes a local buckling of the web of the main girder. The mode shape and critical factor are influenced by the stiffness of the connections, the stiffness of the main girders, and also the boundary conditions.</p>\n<figure data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/67f90834-d569-4b29-bba3-82f777ca90c8/M_FAQ_Impact_boundary_conditions_11%2B12.png\" data-asset-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" data-image-id=\"924f7b56-4255-4ff6-9da9-3e4d69315b63\" alt=\"\"></figure>\n<p><em>Fig. 08 First mode shape</em></p>\n<figure data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bbfa1873-3aa5-4388-8371-97013f3e8f7e/M_FAQ_Impact_boundary_conditions_13%2B14.png\" data-asset-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" data-image-id=\"dd0c99db-7f63-4ed5-b796-e68ebdcc1a19\" alt=\"\"></figure>\n<p><em>Fig. 09 Second mode shape</em></p>\n<h2>Example 2:&nbsp;Incorrect boundary conditions and internal forces at the end of related members</h2>\n<p>If we don't keep the correctness of the boundary conditions (Fig.10) at the end of related members, we receive entirely different internal forces (Fig. 11). This gives us already a clue that the boundary conditions are chosen incorrectly, and the cut part of the structure has different behavior than the global model (Fig. 01).</p>\n<figure data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6677e344-427b-4941-9158-3af6e380315c/M_FAQ_Impact_boundary_conditions_15%2B16.png\" data-asset-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" data-image-id=\"2ed6e6ed-849d-4d88-b4bc-36fc98cff199\" alt=\"\"></figure>\n<p><em>Fig. 10 Rigid boundary conditions and internal forces at the end of related members</em></p>\n<p>These internal forces and stresses are entirely different from the global model. The boundary conditions influenced slightly also the internal forces of the diaphragm. (Fig. 11 vs. Fig. 06). Due to restrained translation and rotation (Rx), the redistributions of internal forces are different from Fig. 06.</p>\n<figure data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3813ba4c-3271-4531-acc8-aa77bac4f472/M_FAQ_Impact_boundary_conditions_17.jpg\" data-asset-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" data-image-id=\"9c1ba657-d99e-4929-8c08-7d7b87a320aa\" alt=\"\"></figure>\n<p><em>Fig. 11 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8e19050b-bb22-4f90-bc0e-d2a642404601/M_FAQ_Impact_boundary_conditions_18.jpg\" data-asset-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" data-image-id=\"83939ca2-dea5-4490-a621-9e8b125ef62a\" alt=\"\"></figure>\n<p><em>Fig. 12 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape gives a slightly higher critical factor of 2.70 (Fig. 13) compared to the first example (Fig. 08). This effect is caused by the different boundary conditions used in the model. This mode shape represents the diaphragm buckling, and, as we can see, the stresses and the internal forces are approximately the same as those in Fig. 06. This is the reason why the first mode shape looks similar and has almost the same factor. The boundary conditions have a small impact on parts in the segment model, which are indirectly connected with the related members. On the contrary, the second mode shape (Fig. 14) is totally different compared to the one in Fig. 09, with a critical factor of 6.23. &nbsp;Here, the buckling takes place on the upper flange of the diaphragm.&nbsp;</p>\n<p>Looking only at the results of LBA, the model seems to be correct. Nevertheless, the behavior of the global&nbsp;structure is totally different, and thus the approach with such boundary conditions can't be used.</p>\n<figure data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e7c3f27-5660-420e-bfbd-1a8550d83d22/M_FAQ_Impact_boundary_conditions_19%2B20.png\" data-asset-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" data-image-id=\"50c68ad4-f318-44f6-bda1-7aefe9df080b\" alt=\"\"></figure>\n<p><em>Fig. 13 First mode shape</em></p>\n<figure data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ddb3ee11-0fff-430d-9ff7-981993e91b91/M_FAQ_Impact_boundary_conditions_21%2B22.png\" data-asset-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" data-image-id=\"03ac41b7-aacd-41c0-b74f-ea7e44055fc3\" alt=\"\"></figure>\n<p><em>Fig. 14 Second mode shape</em></p>\n<h2>Example 3:&nbsp;Correct boundary conditions and any internal forces at the end of related members</h2>\n<figure data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03088ccf-a361-4f76-8f0a-4a9324659869/M_FAQ_Impact_boundary_conditions_23%2B24.png\" data-asset-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" data-image-id=\"b3bcb60a-3a95-4ace-a840-6d2f2c63a0db\" alt=\"\"></figure>\n<p><em>Fig. 15 Hinges and any internal forces at the end of related members</em></p>\n<p>The correct boundary conditions (complying with the global model) but without any internal forces input at the end of related members (Fig. 15) cause the triangular shape of bending moments (Fig. 16). From the internal forces are evidently seen that this behavior does not comply with the global model behavior. One interesting phenom regarding the internal forces on the diaphragm in Fig. 16 can be observed - the internal forces are the same as in the model in the first model (Fig. 06). So we can conclude that if the boundary conditions are correctly defined, and any internal forces at the end of related members are applied, MNA on the indirectly connected members is performed correctly.</p>\n<figure data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19ad5fb-655f-4471-b6c0-3e22929e36bd/M_FAQ_Impact_boundary_conditions_25.jpg\" data-asset-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" data-image-id=\"c08c2136-9204-4174-9f97-c7966a7f37fd\" alt=\"\"></figure>\n<p><em>Fig. 16 Bending moments in the Member application</em></p>\n<figure data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adab365b-835e-4b75-9adf-955e251ea56b/M_FAQ_Impact_boundary_conditions_26.jpg\" data-asset-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" data-image-id=\"a49525c7-98b8-40cf-93d6-63bccae22639\" alt=\"\"></figure>\n<p><em>Fig. 17 Equivalent stress from the material non-linear analysis</em></p>\n<p>The first mode shape complies with the first model (Fig. 08); thus, we can say that the GMNIA would be performed correctly. The second mode shape is similar to the second model (Fig. 14) due to missing internal forces at the end of related members.</p>\n<figure data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/602c2feb-4ded-4991-a96f-1038a9830ea6/M_FAQ_Impact_boundary_conditions_27%2B28.png\" data-asset-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" data-image-id=\"132fb2c1-59ae-41c5-8623-870b06caabae\" alt=\"\"></figure>\n<p><em>Fig. 18 First mode shape</em></p>\n<figure data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/69ed8ffc-cdaf-46c4-9941-d826ab675def/M_FAQ_Impact_boundary_conditions_29%2B30.png\" data-asset-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" data-image-id=\"a2d160f1-ebe3-476c-9e89-67af78e7c91c\" alt=\"\"></figure>\n<p><em>Fig. 19 Second mode shape</em></p>\n<h2>Conclusion</h2>\n<ul>\n  <li>The global model, deformations of the structural segment, and its internal forces and stresses are the clue for determining the correct boundary conditions.</li>\n  <li>The boundary conditions affect the behavior of the related members.</li>\n  <li>Even though the internal forces are not applied at the ends of related members, the MNA, LBA, and GMNIA analyses are performed correctly, provided that the appropriate boundary conditions have been defined.</li>\n</ul>"
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                    "name": "AI translated",
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                    "name": "Hide in breadcrumbs",
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                "system": {
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                  "type": "support_center_article",
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                    "name": "Main headline (H1)",
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                    "value": "Lege verbindingen in Member"
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                    "type": "asset",
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                  },
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                    "name": "Lead paragraph",
                    "type": "text",
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                            "name": "Event ID",
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                          },
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                            "name": "Description before",
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                            "name": "Link text",
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                            "value": "Download new version"
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                            "name": "Link URL",
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                            "name": "Content Item Link",
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                                  "subtitle": {
                                    "name": "Subtitle",
                                    "type": "text",
                                    "value": "Installatie setups, 3rd party plugins, licenties"
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                                    "type": "modular_content",
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                                            "name": "Download blocks",
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                                                "type": "landing_page"
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                                              {
                                                "codename": "system_requirements_for_idea_statica",
                                                "linkId": "1a877e3a-ce1d-4127-8857-da4bcd33ee9c",
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                                            "name": "Description after",
                                            "type": "rich_text",
                                            "value": "<p>Voor gebruikers van BIM-koppelingen voor de toepassing Beam is de aanbevolen versie <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"24.1.2.1520\"><strong>24.1.2.1520</strong></a></p>\n<p>Lees de <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">release notes</a> voor alle nieuwe features en verbeteringen.&nbsp;</p>\n<p>Let op de <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">Systeem eisen voor de IDEA StatiCa installatie</a>.&nbsp;</p>"
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                                            "type": "taxonomy",
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                                            "taxonomyGroup": "region"
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                                            "name": "Force translation",
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                                    "name": "Background video",
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                                    "name": "URL slug",
                                    "type": "url_slug",
                                    "value": "product-downloads"
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                                    "name": "Unique URL slug",
                                    "type": "custom",
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                                    "name": "Show in sitemap",
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                    ],
                    "name": "Content",
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                                            "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c3d9c385_9e61_010e_8991_3f1c7b495b48\"></object>\n<h2>Nieuws voor Staal</h2>\n<p>Wat is er gebeurd met al die gebruikersfeedback over Brandontwerp en Bindkrachten? We hebben geluisterd en geïmplementeerd. Er zijn twee gloednieuwe analysetypen in de IDEA StatiCa Connection-applicatie.</p>\n<p>De eerstgenoemde heeft betrekking op situaties waarin de constructeur moet voorkomen dat de constructie geleidelijk instort (als gevolg van gasontploffingen, botsingen met voertuigen of soortgelijke incidenten). De constructie moet bestand zijn tegen de trekkrachten van membraanvloeren. Voor deze ontwerptoestanden hebben wij de <strong>Horizontale bindanalyse</strong> ontwikkeld.</p>\n<p>Een andere buitengewone, maar nog vaker geanalyseerde ontwerpsituatie is de brand. De hoofddraagconstructies van alle nieuwe gebouwen moeten ten minste enige weerstand tegen brand bieden. 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Een nieuwe functionaliteit, geavanceerde thermische analyse, helpt u bij de controle van de brandweerstand van liggers en kolommen onderworpen aan de brandgevolgen. Dankzij IDEA StatiCa 22.1 kunt u zorgen voor een geoptimaliseerd en kosteneffectief structureel ontwerp dat de vereiste brandveiligheid biedt.</p>\n<p>Is het uw dagelijkse werk om voorgespannen prefab liggers of wanden met openingen, afgedekte eindliggers of zelfs liggers met verlopende doorsnedes te ontwerpen en te beoordelen? Worstelt u met het berekenen van de scheurwijdte of doorbuiging van de constructie? Nu, in IDEA StatiCa Detail, kunt u naast ULS ook <strong>SLS beoordelingen van voorgespannen betonnen discontinuïteiten</strong> uitvoeren. Code-controles zoals de spanningsbeperking, scheurwijdte en doorbuiging zullen niet langer lastig of slechts een schatting zijn, maar worden geverifieerd met behulp van de Compatible Stress Field Method (CSFM).</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"33f131a1-5dc9-4467-9a54-5f2f6c65c65f\" href=\"\">Thermische analyse van betonconstructies</a></li>\n  <li><a data-item-id=\"28fd1c38-7b30-42ca-bcf1-b8346eb6c67d\" href=\"\">SLS controles van discontinuïteitsgebieden van voorgespannen beton</a></li>\n  <li><a data-item-id=\"75939d40-03e9-4f66-a874-360f72207ee2\" href=\"\">Detail: Netverfijning rond openingen en boven steunen&nbsp;</a></li>\n  <li><a data-item-id=\"d31f3bb4-0f45-4f77-85ba-0ddc387ac1ad\" href=\"\">Niet-lineaire analyse van conische staven</a></li>\n  <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\n<h2>Nieuws voor BIM-links</h2>\n<p>In versie IDEA StatiCa 22.1 hebben we ons gericht op het perfectioneren van de manier waarop de informatie vanuit applicaties van derden tot ons komt. Tot nu toe was elke link op een bepaalde manier speciaal, en naadloze workflow en onderhoud was een lastige taak. Daarom brachten onze ontwikkelaars een nieuwe oplossing voor het vertalen van verschillende bouwkundige talen naar de IDEA StatiCa IOM-taal en ontwikkelden ze een nieuwe <strong>BimApi-interface.</strong></p>\n<p>Deze nieuwe aanpak zorgt voor een eenvoudigere integratie van IDEA StatiCa plugins. Integraties niet alleen voor actief ondersteunde apps van derden, maar BimApi vergemakkelijkt vooral het werk voor andere ontwikkelaars en bedrijven die de voordelen van analyses in IDEA StatiCa applicaties willen gebruiken.</p>\n<p>Naast deze grote vernieuwing is in versie IDEA StatiCa 22.1 een heel pakket aan nuttige verbeteringen voor praktisch gebruik van de Checkbot-app opgenomen:</p>\n<ul>\n  <li><a data-item-id=\"ea0b438a-e3a5-41df-98f0-2799b327367d\" href=\"\">Checkbot verbeteringen in 3D-scène</a></li>\n  <li><a data-item-id=\"969fd0a6-9b68-499c-a9f2-c2c840fb7e30\" href=\"\">Nieuwe BimApi-workflow</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"14771c0b-9e5b-4b83-99c8-d31ee0272985\" href=\"\">ondersteunde versies</a>.</p>\n<h2>Vergunningen &amp; Alle applicaties</h2>\n<p>In onze online functies, waarbij gebruik wordt gemaakt van gegevensanalyse en online communicatie, worden andere voorbeelden van zorgvuldig luisteren naar onze klanten geïntroduceerd.&nbsp;</p>\n<ul>\n  <li><a data-item-id=\"d87feb84-9dd5-49c9-bd44-511df013b039\" href=\"\">Analyse van het licentiegebruik in het Gebruikersportaal</a></li>\n  <li><a data-item-id=\"36653fc2-248b-432f-b518-608bef7a6b04\" href=\"\">Alle applicaties: Zoekvak</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.&nbsp;</p>\n<h2>Volledige opmerkingen bij de Release</h2>\n<p>Hieronder kunt u de <strong>Release notes</strong> voor IDEA StatiCa v22.1 downloaden in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e7c94632_f86f_01ca_9067_8f35e73d8a55\"></object>"
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                                                    "value": "<p>Versie v22.0 van IDEA StatiCa is uit en brengt een aantal verbeteringen voor het ontwerpen van staal- en betonconstructies. Werken met IDEA StatiCa zal minder tijd kosten dan voorheen, terwijl het u extra modelleer- en ontwerpmogelijkheden biedt.</p>\n<p>Wat is nieuw? Connection Browser kan nu bedrijfssets van staalverbindingen maken. Twee nieuwe BIM links, verbeterde import naar Checkbot voor alle bestaande links. Nieuwe tools voor het modelleren van verbindingen, betere analyse van betonresultaten, verbeterde UI van onze toepassingen, en nog veel meer.</p>\n<p>Ontdek hieronder alle verbeteringen en Bereken de schattingen van gisteren!</p>\n<p>[gehoste video met de introductie van de versie]</p>\n<h2>Staal-nieuws</h2>\n<p>Hoewel onze staaltoepassingen voor het ontwerpen van verbindingen en staven al toonaangevend zijn op de markt, blijven we ze snel verbeteren. Connection Browser stelt u nu in staat om uw verbindingsontwerpen te maken en te delen met collega's in uw bedrijf. Dit betekent dat uw unieke bedrijfsset van verbindingen, automatisch gesynchroniseerd wordt naar alle gebruikers van uw licentie, klaar om gebruikt te worden!&nbsp;</p>\n<p>We hebben een oplossing gevonden voor het snijden en lassen van staven die door een andere staaf van een holle doorsnede gaan. Bovendien zult u in staat zijn om de verbinding van het element met, bijvoorbeeld, een plaat te simuleren die extra ondersteuning biedt tegen lateraal-torsie knikken. Dit werkt zowel voor IDEA StatiCa Connection als voor IDEA StatiCa Member.</p>\n<p>IDEA StatiCa Connection is nu ook in staat om het contact tussen een voetplaat en een betonblok te controleren, zelfs zonder geïnstalleerde ankers. Onze focus lag ook op het updaten van onze materiaalbibliotheek en het aanvullen van de codecontroles op basis van uw ontwerpcode. We hebben de aandachtspunten gespecificeerd voor het verbinden van holle profielen met lange doorgaande bouten.</p>\n<p>De vermoeiingsanalyse werd aangevuld met de controle van de spanningen rechtstreeks in de lassen en in de platen ernaast. En voor een betere veiligheid zal de opstelling van belastingen in evenwicht voortaan de standaard zijn.</p>\n<p>En ten slotte werd onze gratis cloudservice Connection Lite geüpdatet om te voldoen aan de nieuwste desktopapplicatie.</p>\n<h3>Stel uw team in staat om duizenden verbindingen te ontwerpen:</h3>\n<ul>\n  <li>Connection Browser maakt nu bedrijf sets van uw ontwerpen van staalverbindingen</li>\n  <li>Verbeterde filters om verbindingen te vinden en op te slaan</li>\n  <li>De standaard set van verbindingen bijgewerkt. <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">Lees meer over bedrijfssets &amp; Connection Browser</a></li>\n</ul>\n<h3>Verbeteringen in ontwerpen en analyseren van verbindingen:</h3>\n<ul>\n  <li><a data-item-id=\"97f7c92f-a7e8-45a5-978b-3187a9925415\" href=\"\">Surface - rondom nieuwe snijmethode</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"3410fe73-5e05-4f0b-9e97-52c983c69bbd\" href=\"\">Laterale-Torsie Beperking aan het element met gedefinieerde stijfheid</a></li>\n  <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Verbeteringen in vermoeiingsanalyse</a>(sinds 21.1.1 patch)</li>\n  <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing bij doorgaande bouten voor holle profielen </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"0f256907-a887-4488-93c1-a30f11220a33\" href=\"\">Voetplaatverbinding zonder ankers</a> (sinds v21.1.4 patch)</li>\n  <li>Belastingen in evenwicht als standaard</li>\n  <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Update materiaalbibliotheek en codecontroles</a></li>\n  <li><a data-item-id=\"213a6cc5-7041-41ba-b802-0c36bd1d724f\" href=\"\">Exporteren van curven naar DXF</a></li>\n  <li><a data-item-id=\"e1299340-09cb-4a35-adc0-373c7d648d0c\" href=\"\">Connection Lite update</a></li>\n</ul>\n<p>&nbsp;&nbsp;</p>\n<h2>BIM links nieuws</h2>\n<p>Constructeurs gebruiken <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">IDEA StatiCa Checkbot</a> veel - gemiddeld worden er bijna 40.000 staalverbindingen per maand ingevoerd, wereldwijd. Versie 22 maakt dit nog nuttiger voor het dagelijkse ontwerpproces, voor al onze ondersteunde <a data-item-id=\"48d2251b-1818-4c19-bfa8-f89955c2e64a\" href=\"\">BIM links</a>.&nbsp;</p>\n<p>IDEA StatiCa Checkbot versie 22.0 brengt u:</p>\n<ul>\n  <li><a data-item-id=\"dfb6df2c-37af-40e5-bd91-a601e1d445b4\" href=\"\">Uitgebreide beheertools</a> voor het toevoegen of samenvoegen van knooppunten van geïmporteerde verbindingen en staven</li>\n  <li><a data-item-id=\"3681c929-64b4-4975-b81b-16246c8e2ee1\" href=\"\">Een bredere reeks van 3rd party applicaties</a> - nieuwe link voor RAM Structural en Tekla Structural Designer</li>\n  <li><a data-item-id=\"abb2c411-42f5-46ab-8c1c-2b9023e49492\" href=\"\">Exporteren van aanpasbare verbindingsprojecten</a> rechtstreeks vanuit Checkbot</li>\n  <li><a data-item-id=\"c13d1f3f-7f2a-456c-a43b-b403eb841e96\" href=\"\">Tijdsbesparing bij het synchroniseren</a> van reeds opgeloste verbindingsmodellen</li>\n  <li><a data-item-id=\"48cd8c65-3e86-41f5-8da5-7aab4ce5d232\" href=\"\">Synchroniseer alles vs. Synchroniseer huidig item</a></li>\n  <li><a data-item-id=\"77759ee1-1027-4477-9142-647daf6cab7d\" href=\"\">Verbeterde doorsnedeconversie</a></li>\n</ul>\n<p>De Checkbot kan starten vanuit uw <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">3rd party applicatie</a> &nbsp;of als een standalone app en stelt u in staat om inputs van meerdere bronnen te combineren.</p>\n<p>Als u de compatibiliteit met uw specifieke toepassing wilt controleren, kunt u kijken in onze lijst van actief <a data-item-id=\"6fe0ee48-06b6-4a1b-8949-43219506fa3e\" href=\"\">ondersteunde versies</a>..</p>\n<h2>Beton en voorspanning nieuws</h2>\n<p>IDEA StatiCa Detail heeft een leidende positie verworven in het ontwerpen en beoordelen van betonconstructies en details, vooral bij moeilijke delen van constructies met openingen of abrupte veranderingen in geometrie waar de klassieke balkentheorie niet kan worden toegepast. We hebben naar uw verzoeken geluisterd en veelgevraagde functies ontwikkeld voor IDEA StatiCa Detail. Nu kunnen ingenieurs de fouten minimaliseren en IDEA StatiCa het zelfgewicht van de constructie automatisch laten berekenen. Het maakt niet uit hoe complex de geometrie is, verlopende doorsneden, consoles, complexe doorsneden, onderbroken delen met verschillende diktes. We hebben de CSFM solver verbeterd en versneld en de analyseresultaten uitgebreid. IDEA StatiCa Detail is een krachtig, snel en veilig tool voor het ontwerpen van betonconstructies.</p>\n<p>IDEA StatiCa Member - in de vorige versie hebben we de GMNIA niet-lineaire methode geïmplementeerd. In versie 22 hebben we ons gericht op verbeteringen van de gebruikersinterface, zoals het faciliteren van de invoer van geometrie en belastingen, en vooral op de interpretatie van de uitkomsten van de niet-lineaire analyse. Deze UI verbeteringen versnellen het proces van modelleren, faciliteren de invoer en maken uw werk in IDEA StatiCa Member nog efficiënter.</p>\n<p>De verbeteringen in Beton en Voorspanning omvatten:</p>\n<ul>\n  <li><a data-item-id=\"0e81f59d-e89c-424e-8e89-d2b86855097e\" href=\"\">Automatische berekening van het zelfgewicht van onderbroken delen</a></li>\n  <li><a data-item-id=\"e72403d0-17fe-4c34-9f4f-3efe4b71a8fc\" href=\"\">Tot 5 maal snellere CSFM solver</a></li>\n  <li><a data-item-id=\"c80ce766-75f2-407b-9dd0-6f06b8f0ee22\" href=\"\">Uitgebreide CSFM resultaten zijn beschikbaar</a></li>\n  <li><a data-item-id=\"ba69d356-8ed7-4fe3-8f66-f74fd6d3a159\" href=\"\">Automatische berekening van korte-termijn verliezen voor nagespannen spanelementen in IDEA StatiCa Detail&nbsp;</a></li>\n  <li><a data-item-id=\"11428b88-a3f6-4b73-8e0e-3080894c3633\" href=\"\">Bulk import van DXF tekening naar IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"73df02c3-5ea5-460a-b0e2-0738bca2595f\" href=\"\">Ordening van belastinggevallen in IDEA StatiCa Detail</a> (sinds&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"48a5fe9b-d1ec-4d33-9c74-a5b65cb56026\" href=\"\">Verbeterde resultaat interpretatie van betonnen elementen</a> (sinds&nbsp;21.1.2 patch)</li>\n  <li><a data-item-id=\"bae25668-6a99-45be-955e-c380837b7dd2\" href=\"\">Modelbeheer verbeterd, rechtsklik acties en puntbelastingen in Member</a></li>\n  <li><a data-item-id=\"e6864600-b2e4-4368-865f-77dc7bec4f72\" href=\"\">Implementatie van de Nederlandse bijlage NEN 1992-1-1 NB 2020 voor normcontroles van gewapende en voorgespannen betonnen profielen</a></li>\n</ul>\n<p><br></p>\n<h2>Alle applicaties</h2>\n<ul>\n  <li><a data-item-id=\"b2fe11d9-156c-4787-94ba-8bad31645d0e\" href=\"\">Nieuwe versie-indicator</a> (since&nbsp;21.1.1 patch)</li>\n  <li><a data-item-id=\"3077c0e2-ee3e-45fd-8b47-343b3d1d941c\" href=\"\">Decimaalscheidingsteken en datumformaat volgens de regionale instellingen van Windows </a>&nbsp;(sinds&nbsp;21.1.2 patch)</li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Zie de actuele <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> gemeld door onze klanten.</p>\n<h2>Volledige uitgave-opmerkingen</h2>\n<p>Hieronder kunt u de <strong>volledige versie van Release notes/Uitgave-opmerkingen</strong> voor IDEA StatiCa v22.0 in PDF downloaden.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1e24773d_a0f6_014b_c8b3_d19ab67113c4\"></object>"
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                                                            "value": "<p>In de nieuwe IDEA StatiCa versie 21.0 is het de bedoeling geweest om het technische ontwerpproces nog verder te stroomlijnen. We hebben het analytische model verbeterd voor nauwkeurigere resultaten. We versnellen ontwerpen door de <strong>positie van staven ten opzichte van elkaar </strong>aan te passen. Ingenieurs kunnen nu de doorlooptijd verkorten van het definiëren van eenvoudige en niet complexe verbindingen omdat IDEA StatiCa ze automatisch aan de gebruiker zal voorstellen - een nieuwe functie: <em>modelleren met behulp van voorstellen</em>. Versie 21 brengt ook een belangrijke AISC-update met uitleg en tips.</p>\n<p>De nieuwe 21.0-versie van IDEA StatiCa brengt ook een aantal verbeteringen voor de Beton-berekeningen. Te beginnen met <strong>IDEA StatiCa Member</strong>-voor beton. om grondig te worden geverifieerd en overgenomen uit BETA, vergezeld van een reeks verbeteringen aan de RCS-applicatie, zoals brandwerendheid, of de DETAIL-applicatie, waarbij veel aandacht is besteed aan de CSFM-solver. Dit alles helpt onze applicatie om snellere berekeningen te bieden en tegelijkertijd de stabiliteit en betrouwbaarheid te verbeteren.</p>\n<h2>Nieuws voor Staal</h2>\n<h3>Ge-update CBFEM solver</h3>\n<ul>\n  <li>tot 30% snellere rekentijden</li>\n  <li>Nauwkeuriger modellering van verbindingen met holle doorsnedes</li>\n  <li>Een nieuwe serie verificaties en richtlijnen om resultaten tussen versies beter te interpreteren</li>\n  <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Lees meer</a></li>\n</ul>\n<h3>Verbeteringen in het ontwerp van verbindingen</h3>\n<ul>\n  <li><a data-item-id=\"ee6229e8-74a9-4d81-8885-1cff547e4ead\" href=\"\">Nieuwe modeleringsopties; de relatieve positionering van staven</a></li>\n  <li><a data-item-id=\"b520bdb9-5eed-4c7c-8a85-c55747fe7d62\" href=\"\">Vermoeiingsanalyse: nominale spanning</a></li>\n  <li><a data-item-id=\"78b4dbf9-2460-4648-91a2-a44c54525c78\" href=\"\">Update van de AISC norm-conformiteit, nieuwe seismische verbindingsjablonen</a></li>\n  <li><a data-item-id=\"3ae00502-96d0-4d71-9d9e-89026f33e885\" href=\"\">Geautomatiseerde selectie van ontwerpsjablonen voor verbindingen</a></li>\n  <li><a data-item-id=\"b1458c26-712b-4e35-a825-43f7991e6308\" href=\"\">Rotatie capaciteit beperkt door bout- en lasfalen</a></li>\n  <li><a data-item-id=\"70ea715a-9e1e-4832-b615-777d72cb930f\" href=\"\">Stoplicht resultaten voor boutkrachten</a></li>\n  <li><a data-item-id=\"10388a66-2e50-4cf3-86bf-8fd0ddab836f\" href=\"\">Uitgebreide verankerings formules; ook voor de Russiche norm</a></li>\n  <li><a data-item-id=\"6ba36654-fe5a-4422-bd7a-0d62abcf2833\" href=\"\">Verankerings&nbsp;formules,tooltips</a></li>\n</ul>\n<h3>Bulkselectie met Viewer</h3>\n<ul>\n  <li><a data-item-id=\"4b50449e-978d-49d2-9340-066edf43e30e\" href=\"\">De Viewer kan nu in één keer meerdere verbindingen vanuit CAD /BIM appllicaties exporteren</a></li>\n</ul>\n<h3>Ontwerp van stalen staven zonder begrenzingen&nbsp;</h3>\n<ul>\n  <li>Nieuwe applicatie IDEA StatiCa Member gaat LIVE (Geen BETA meer): Ontwerp algemene stalen staven inclusief verbindingen (de applicatie Connection is erin opgenomen)</li>\n  <li>De constructeur hoeft niet langer de effecten van de randvoorwaarden in te schatten en kan de volledige &nbsp;staven van elke topologie en belasting berekenen en controleren</li>\n  <li>&nbsp;Mogelijkheid om onvolkomenheden, grote vervormingen (2e orde), niet-lineariteiten, torsie en warping te berekenen.</li>\n  <li><a data-item-id=\"6ae5ab82-3d6c-4c6c-a812-7f8f1ec7dc2d\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>Nieuws voor Beton en Prestressing</h2>\n<h3>Ontwerpverbeteringen in RCS en Detail</h3>\n<ul>\n  <li><a data-item-id=\"c9d4974e-2ae8-4f70-abc6-5f110e74c716\" href=\"\">Brandwerendheid van slanke kolommen</a></li>\n  <li><a data-item-id=\"43496020-132d-4159-b31c-d1cd14198e4f\" href=\"\">Uitbreiding van de stijfheidsberekening</a></li>\n  <li><a data-item-id=\"a460f91a-cd3b-420d-9369-6e4833befd6c\" href=\"\">Verbetering van de interactiecontrole</a></li>\n  <li><a data-item-id=\"dc5cf57d-5669-49fb-bcd9-e83e32e2e425\" href=\"\">Bijgewerkte scheurwijdte-controle</a></li>\n  <li><a data-item-id=\"e891a412-d4f5-4473-8e9c-bded813ee5e3\" href=\"\">Snelheidsverbeteringen voor CSFM-berekening&nbsp;</a></li>\n</ul>\n<h3>Nieuwe Beton workflows met IDEA StatiCa Member</h3>\n<ul>\n  <li>De nieuwe applicatie IDEA StatiCa Member gaat LIVE: Ontwerp betonnen elementen met complexe doorsneden en de applicatie RCS is ingebouwd.</li>\n  <li>Alle UGT- en BGT-controles voor kritische balken en frames met verschillende topologieën, inclusief capaciteit, afschuiving, torsie, interactie, spanningsbeperking en scheurwijdte</li>\n  <li><a data-item-id=\"879fe0ab-6957-40c6-934a-11dcc189ac84\" href=\"\">Lees meer</a></li>\n</ul>\n<h2>BIM links</h2>\n<ul>\n  <li><a data-item-id=\"a2d8bf12-cff7-45ae-92c4-b1e7e75c95a2\" href=\"\">Update van de ondersteunde versie van 3<sup>rd</sup> party software</a></li>\n</ul>\n<h2>Gebruikers portaal and Licenties&nbsp;</h2>\n<ul>\n  <li><a data-item-id=\"46cf750d-6c89-41af-bf0c-b32d12c6e186\" href=\"\">Nieuw portaal om licenties te beheren en supportvragen te stellen</a></li>\n</ul>"
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                            "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Nieuws voor staal</h2>\n<p>In IDEA StatiCa 23.0 zijn <strong>snelheid, nauwkeurigheid</strong> en <strong>duidelijkheid</strong> de sleutelwoorden voor onze Staal-applicaties. Voor degenen onder u die op zoek zijn naar <strong>meer transparantie in de uitvoer van uw codecontrole</strong>, hebben wij meer functies en <strong>verbeteringen in de rapporten</strong> opgenomen. Zo kunt u bijvoorbeeld niet alleen dingen zien als excentriciteiten die worden toegevoegd als gevolg van de uitlijning van de ene plaat ten opzichte van de andere, maar u kunt ook <strong>de belastingseffecten zien</strong>, of deze nu beginnen aan het begin van het element of aan het einde. En mocht u in uw enthousiasme per ongeluk op het tabblad rapport klikken, dan wordt het rapport niet automatisch gegenereerd, wat gegarandeerd ernstige frustratie voorkomt!</p>\n<p>Hebben we de <strong>AISC prekwalificatiecontroles voor seismisch ontwerp</strong> al genoemd? Hiermee kunt u al beperkingen zien in de 3D-scène, eventuele problemen in uw modellen onmiddellijk verhelpen en alles vervolgens duidelijk weergeven in controletabellen en het rapport.</p>\n<p>Met onze <strong>schitterende nieuwe mesher</strong> krijgt u nog nauwkeurigere resultaten met verbeterde betrouwbaarheid en een mooiere mesh. Nu hebben open secties standaard een fijnere mesh, waardoor u veiligere resultaten krijgt dan ooit te voren.</p>\n<h3>Meer codecontrole met transparante invoer</h3>\n<ul>\n  <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Gelaste profielen</a></li>\n  <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Gedetailleerde rapportage van modellen en belastingen</a></li>\n  <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismische voorgekwalificeerde verbindingen voor AISC</a></li>\n  <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update van ANSI/AISC 360-22, CSA S16:19 normen en Taiwain secties</a></li>\n  <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met tussenruimte</a> (sinds patch 22.1.5)</li>\n  <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige elementen en ankers</a></li>\n</ul>\n<h3>Intuïtieve en snelle modellering</h3>\n<ul>\n  <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Workplane referentie in LCS</a></li>\n  <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Groepering van bewerkingen en andere wijzigingen in de boomstructuur</a></li>\n  <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Doorsnede zoekvak</a></li>\n  <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in modellen voor elementen en verbindingen</a></li>\n  <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Lege verbindingen in Member</a></li>\n  <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Belasting op oppervlakte waarschuwing&nbsp;in Member</a></li>\n  <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Steunpunten met offset in Member</a></li>\n</ul>\n<h3>Snelheid en precisie</h3>\n<ul>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting Extreme Selectie</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Gladde resultaten met nauwkeurige meshing</a></li>\n  <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Snelle rekentijd en hertekening van de resultaten</a></li>\n  <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Voetplaat verlengd over betonblok</a> (sinds patch 22.1.1)</li>\n  <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-presentatie: Scène-opties</a></li>\n</ul>\n<h2>Nieuws over beton en voorspanning</h2>\n<p>Onze verbeteringen in Beton zijn echt praktisch en internationaal van aard. En voor de meer veeleisende gebruikers van Beton, zult u blij zijn te vernemen dat wij een <strong>geautomatiseerde berekening van de equivalente tijd voor doorbuiging op lange termijn</strong> in de Beam-applicatie hebben geïmplementeerd. En hoe zit het met die internationale updates?</p>\n<p>Hoewel het metrieke stelsel gangbaar is in Europa, gebruiken de VS en het Midden-Oosten nog steeds het imperiale stelsel. Wanneer u vroeger in de toepassing Detail nieuwe entiteiten op het model toepaste die in metrische eenheden waren, maar alles in imperiale eenheden presenteerde, kreeg u afmetingen met veel decimalen. Nu niet meer. Vanaf 23.0 kunnen de afmetingen worden <strong>afgerond volgens het eenhedenstelsel van uw voorkeur.</strong></p>\n<p>Het is nu ook mogelijk een beperkte spanningscontrole uit te voeren om <strong>irrelevante spanningspieken te negeren voor SLS-controles</strong> van beton, wat volledig <strong>in overeenstemming is met de Eurocode</strong>. U krijgt een 100% codecontrole met een waarschuwing voor verwaarloosde delen, terwijl u toch volledig veilig blijft.</p>\n<p>IDEA StatiCa Member krijgt ook een serieuze mesh-update in de vorm van een driehoekige mesh. Dit biedt het voordeel van een veel grotere mesh en minder mesh-gevoelige resultaten. Door het lagere aantal eindige elementen is de <strong>berekening bovendien sneller, de presentatie van de resultaten sneller en de respons van de applicatie ook beter.</strong></p>\n<h3>De verbeteringen in Beton en Voorspanning omvatten:</h3>\n<ul>\n  <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Beperkte spanningscontrole in Detail</a></li>\n  <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Uitvoering van verliezen op lange termijn in Detail</a></li>\n  <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n  <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen van de afrondingen van het imperiaal stelsel in Detail</a></li>\n  <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische wapeningslay-outs in Detail</a></li>\n  <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a>&nbsp;(sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in beton Member</a></li>\n</ul>\n<h4>Kleine verbeteringen</h4>\n<ul>\n  <li>Snellere berekening tot 25 % in Detail (opnieuw!)</li>\n  <li>Overgangslengte toegevoegd aan SLS voor voorgespannen spanelementen in Detail</li>\n  <li>GMNIA-analyse in Member omvat nu de normcontrole van afschuiving en torsie.&nbsp;</li>\n</ul>\n<h2>Nieuws voor BIM links</h2>\n<p>BIM koppeling van IDEA StatiCa applicaties met software van derden bestaat al enige tijd. De dekking van de merken en producten is echt breed, met dertien in-the-house oplossingen en een aantal meer ontwikkeld aan de kant van onze partners. Voor versie 23.0 lag de nadruk dus niet op het aantal koppelingen, maar op d<strong>e kwaliteit en betrouwbaarheid</strong>. Wat veranderd is, is de manier waarop wij gegevens uit andere applicaties lezen en gebruiken. Dit betekent dat onze gebruikers in speciale gevallen en workflows niet meer voor verrassingen komen te staan.</p>\n<p>Onze <strong>nieuwe BimApi oplossing wordt voortdurend verspreid binnen het BIM portfolio</strong>, en het <strong>Load mapping algoritme is doorgedrongen tot de nieuwe generatie</strong> van verbindingsherkenning.</p>\n<ul>\n  <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM link met RFEM 6 en RSTAB 9</a> (sinds patch 22.1.4)</li>\n  <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Uniforme BimApi oplossing - Advance Steel, SAP2000, ETABS</a></li>\n  <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load mapping-algoritme voor het importeren van stalen verbindingen</a> (sinds patch 22.1.1)&nbsp;</li>\n  <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische selectie van kritische belastingscombinaties</a> (sinds patch 22.1.3)</li>\n  <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp opzetten met Tabblad Ontwikkelaar</a></li>\n</ul>\n<p>Als u de compatibiliteit met uw specifieke applicatie wilt controleren, bekijk dan onze lijst met actief <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">ondersteunde versies in 23.0.</a></p>\n<h2>Cloud &amp; Licenties &amp; Alle applicaties</h2>\n<p>Het grootste nieuws in de Cloud is dat <strong>Web Connection Browser is omgedoopt tot Connection Library</strong>. Dit was de beslissing na veel marktonderzoek naar hoe we de bibliotheek gebruiksvriendelijker en intuïtiever kunnen maken en de workflow kunnen optimaliseren.</p>\n<p><strong>Het gebruikersportaal is ook verbeterd</strong> om de productversie en landenanalyses te rapporteren, de rapportage van licentieclashes is verbeterd en het licentiesysteem is stabieler geworden, waardoor er <strong>geen gerelateerde supportgevallen meer</strong> zijn.</p>\n<ul>\n  <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser hernoemt naar Connection Library</a></li>\n  <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Gebruikersportaal - admin logs, laatste keer actief, versie tracking</a></li>\n  <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa basisplan</a></li>\n</ul>\n<h2>Opgeloste incidenten</h2>\n<p>Bekijk de huidige <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijst van opgeloste incidenten</a> die door onze klanten zijn gemeld.</p>\n<h2>Global User Day 2023</h2>\n<p>Bekijk versie 23.0 zelf in actie op onze Global User Day op 4 mei 2023 om 14.00 uur CEST. 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    "name": "Hidden nested content",
    "type": "multiple_choice",
    "value": [
      {
        "name": "yes",
        "codename": "yes"
      }
    ]
  },
  "metadata__page_title": {
    "name": "Page title",
    "type": "text",
    "value": ""
  },
  "metadata__page_description": {
    "name": "Page description",
    "type": "text",
    "value": ""
  },
  "metadata__page_keywords": {
    "name": "Page keywords",
    "type": "text",
    "value": ""
  },
  "metadata__canonical_url": {
    "name": "Canonical URL",
    "type": "text",
    "value": ""
  },
  "metadata__og_title": {
    "name": "OG:title",
    "type": "text",
    "value": ""
  },
  "metadata__og_description": {
    "name": "OG:description",
    "type": "text",
    "value": ""
  },
  "metadata__og_image": {
    "name": "OG:image",
    "type": "asset",
    "value": []
  },
  "translation__translation_connector": {
    "name": "Translation Connector",
    "type": "taxonomy",
    "value": [],
    "taxonomyGroup": "languages"
  },
  "translation__force_translation": {
    "name": "Force translation",
    "type": "multiple_choice",
    "value": []
  },
  "translation__last_translation": {
    "images": [],
    "linkedItemCodenames": [],
    "linkedItems": [],
    "links": [],
    "name": "Last translation",
    "type": "rich_text",
    "value": "<p><br></p>"
  },
  "translation__ai_translated": {
    "name": "AI translated",
    "type": "multiple_choice",
    "value": []
  },
  "page_tree_settings__page_label": {
    "name": "Page label",
    "type": "text",
    "value": ""
  },
  "page_tree_settings__path_segment": {
    "name": "Path segment",
    "type": "text",
    "value": ""
  },
  "page_tree_settings__breadcrumb_style": {
    "name": "Breadcrumb style",
    "type": "multiple_choice",
    "value": []
  },
  "page_tree_settings__hide_in_breadcrumbs": {
    "name": "Hide in breadcrumbs",
    "type": "multiple_choice",
    "value": []
  }
}