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Name: Release notes IDEA StatiCa Concrete 20.1 - Introduction
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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>. 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. </p>\n<p>We hope you will enjoy all our new features and improvements and would love to hear your feedback anytime. </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 <strong>Expert </strong>en <strong>Enhanced </strong>versie.</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. </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. 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. </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> </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> </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. </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. </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. </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. </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. </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. </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. </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. </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 </li>\n <li>Highway bridge </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. 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"value": "<h2>1 Nieuw project</h2>\n<figure data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae7cb3f1-214d-417c-8224-b6d703b9c794/1_1.png\" data-asset-id=\"b228b018-7410-488d-a190-39a90b700fca\" data-image-id=\"b228b018-7410-488d-a190-39a90b700fca\" alt=\"\"></figure>\n<p>Start een <a data-item-id=\"9b7994e5-6207-43cf-9f97-a754d0362241\" href=\"\"><strong>Nieuw</strong></a> project in <a data-item-id=\"a0e85d28-23e6-4006-94d6-f334c2be9b67\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<p>In de eerste stap selecteer je de gewenste klasse en topologie, daarna kun je de ontwerpnorm definiëren (kies <strong>EN</strong>) en de betonkwaliteit en dekking (gebruik beton <strong>C30/37</strong> en dekking <strong>30 mm</strong>). Je kunt je materiaalkeuze later wijzigen (of een ander materiaal toevoegen), maar de ontwerpnorm kan alleen in deze eerste stap van het project worden gekozen.</p>\n<figure data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a5663589-fde9-42df-a943-40fbf4014345/1_2.png\" data-asset-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" data-image-id=\"0b678e22-8ff7-4917-882c-e71da7e23c97\" alt=\"\"></figure>\n<h2>2 Geometrie</h2>\n<p>Begin de definitie van <strong>Geometrie</strong> door de doorsnede van de <strong>M1</strong> ligger te veranderen.</p>\n<figure data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bf1fbecd-1f2e-40cf-9b46-28d0595bb46d/2_1.png\" data-asset-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" data-image-id=\"1c000a6d-7f43-42bc-b164-23c720978712\" alt=\"\"></figure>\n<p>Definieer de <strong>I vorm met verstijfde flenzen</strong>.</p>\n<figure data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ce99c108-ec5b-430d-800e-5b9edb6f0c27/2_2.png\" data-asset-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" data-image-id=\"c31546e4-0b63-45de-85df-6626a6ddfea4\" alt=\"\"></figure>\n<p>Wijzig de breedte van de flenzen en de hoogte van de ligger.</p>\n<figure data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9839e7bd-5471-4883-a4c1-e28609fb85d7/2_3.png\" data-asset-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" data-image-id=\"1f596505-cab1-46b0-9633-1c168b12f29b\" alt=\"\"></figure>\n<p>De <a data-item-id=\"865804fb-a8ac-42df-9ddd-e05404a48c9d\" href=\"\"><strong>opening</strong></a> wordt vergroot en verplaatst naar het midden van de ligger.</p>\n<figure data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/17810c5a-140d-4372-946e-e540cad41f7d/2_4.png\" data-asset-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" data-image-id=\"0a2d95bf-6ddf-4177-a0c9-d2ee8a68eec4\" alt=\"\"></figure>\n<ul>\n <li>Lees meer over de definitie van geometrie in <a data-item-id=\"d687ccdc-e898-489c-91cf-c4d935406d36\" href=\"\"><strong>Geometrietypen in Detail</strong></a></li>\n</ul>\n<h2>3 Lasteffecten</h2>\n<p>Laten we nu de <strong>belasting</strong> van het detail definiëren. Je ziet dat er automatisch al twee belastingsgevallen zijn aangemaakt. Wijzig de inhoud van de belastinggevallen een beetje.</p>\n<p>Verander voor <strong>LC1</strong> (permanente belasting) de <strong>Interne krachten</strong> zodat je de waarden van dwarskracht en buigend moment invoert op het punt van de opening. Houd bij <strong>Belastingimpulsen</strong> de waarde van de lijnbelasting op <strong>-10 kN/m</strong> in globaal Z-.</p>\n<figure data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1773c0ed-07fd-440a-9c65-6f322ad14e20/3_2.png\" data-asset-id=\"58c23394-f525-4def-b435-61566cc335a9\" data-image-id=\"58c23394-f525-4def-b435-61566cc335a9\" alt=\"\"></figure>\n<p>Verander op dezelfde manier de waarden van <strong>Interne krachten</strong> voor <strong>LC2</strong> (variabele belasting). Verander in <strong>Belastingimpulsen</strong> de waarde in <strong>-5 kN/m</strong> in globale Z-richting.</p>\n<figure data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1ed3197b-d918-489b-8613-8fc59e89e9fd/3_4.png\" data-asset-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" data-image-id=\"1204edbd-1741-4f5a-beea-26a61c2f5722\" alt=\"\"></figure>\n<p>Er waren al drie niet-lineaire combinaties gedefinieerd: C1 staat voor UGT-controles. C2 is een quasi-permanente en C3 een karakteristieke belastingcombinatie, beide gedefinieerd voor BGT-controles. Je kunt nieuwe combinaties definiëren als dat nodig is, er zijn drie soorten combinaties beschikbaar voor BGT-controles: <strong>karakteristiek, frequent en quasi-permanent</strong>. Je kunt voor elke combinatie selecteren welke controles moeten worden uitgevoerd en de partiële coëfficiënten voor de combinatieregels kunnen ook worden aangepast. In ons geval gebruiken we de voorgedefinieerde combinaties.</p>\n<p>De berekeningen worden alleen uitgevoerd voor de <strong>aangevinkte items</strong>. Op dit moment laten we alle drie de combinaties (C1, C2 en C3) geselecteerd.</p>\n<figure data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e5376849-76d4-498e-953f-fef18b8306dc/3_6.png\" data-asset-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" data-image-id=\"05026937-915b-4619-9d3b-df0063ec00b5\" alt=\"\"></figure>\n<ul>\n <li>Meer informatie over snedekrachten vindt u in <a data-item-id=\"38cbe005-0e1e-4d75-ae8a-2ef9dcee4c2b\" href=\"\">Algemene beschrijving van Lastimpulsen in Detail applicatie</a></li>\n <li>Meer informatie over lastimpulsen vindt u in <a data-item-id=\"05ba912c-dc0b-4a2f-9763-099001bbb052\" href=\"\">Snedekrachten en evenwicht in Detail applicatie</a></li>\n</ul>\n<h2>4 Wapening</h2>\n<p>Zodra de belasting gedefinieerd is, kunt u verdergaan met de <strong>Wapening</strong>. U gaat verder met de items die door de template al zijn aangemaakt.</p>\n<p>U kunt de diameter van de beugels veranderen en hun afstanden aanpassen (de eerste waarde komt overeen met de afstand van de eerste beugel vanaf de rand, de andere beugels worden verdeeld in afstanden die worden gegeven door de tweede waarde).</p>\n<figure data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e73ef6fa-d511-47c2-b10c-c010ded36316/4_2.png\" data-asset-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" data-image-id=\"80475315-55d1-4a6d-962c-fbbf5a47a15b\" alt=\"\"></figure>\n<p>Verklein de diameter van de wapeningsstaven <strong>RO1</strong> rond de opening en het aantal lagen horizontale/verticale en diagonale staven. Wijzig de afstand tussen horizontale/verticale staven en pas ook de lengte van de diagonale staven en de verankering van horizontale/verticale staven aan.</p>\n<figure data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/327fd926-94d2-48d3-b417-68f8de3030fc/4_3.png\" data-asset-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" data-image-id=\"52fa5a28-71ee-4ee4-80ee-58c09c778f11\" alt=\"\"></figure>\n<p>De bewerking <strong>GB1</strong> omvat een groep staven aan de onderkant van de ligger. Wijzig de diameter van de staven.</p>\n<figure data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/605263be-1f0b-480f-9810-a9e18e7f6db2/4_4.png\" data-asset-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" data-image-id=\"12dc786c-f420-4bbc-afee-83b9c0e742d0\" alt=\"\"></figure>\n<ul>\n <li>Beheers uw wapeningsvaardigheden door de <a data-item-id=\"6fa5f6f4-dd62-4a8b-a85b-77dc223d2e05\" href=\"\">Definitie van wapening in Detail applicatie</a> te lezen</li>\n</ul>\n<h2>5 Berekening en Controle</h2>\n<p>Ga verder met het berekenen van het project. Ga verder naar <strong>Controle</strong> in de navigator en druk op de knop <strong>Berekenen</strong> in het bovenste lint.</p>\n<figure data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5bfb0f66-41ac-4b88-8c00-e7708211994b/5_1.png\" data-asset-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" data-image-id=\"9069ec11-c781-4e87-b152-9670ed6cc3f1\" alt=\"\"></figure>\n<p>In de tabel linksonder ziet u een overzicht van alle normcontroles en de status van de controles (geslaagd/mislukt).</p>\n<p>In de tabel rechts staan alle gedetailleerde resultaten en de hoeveelheid permanente en variabele belasting die is toegepast. Op dit moment wordt de resulterende sterktecontrole van het beton in UGT gepresenteerd. In de werkbalk Resultaten kan de grenswaarde voor het diagram worden gewijzigd. Verander de waarde zodat alleen het beton in druk boven <strong>-2 MPa</strong> rood gemarkeerd wordt.</p>\n<figure data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b213a23-c573-4a41-815a-4e8ba256beac/1.png\" data-asset-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" data-image-id=\"399e0a14-3878-4bab-b705-23a7f63ecce8\" alt=\"\"></figure>\n<p>Door de bovenste tabbladen te veranderen, kunt u alle normcontroles weergeven. In de <strong>Opsomming</strong> worden de belangrijkste resultaten voor UGT/BGT weergegeven. Klik op de lijn in <strong>UGT/Verankeringslengte</strong> om de uitnutting van de verbinding tussen beton en wapening weer te geven (met de meest kritieke plek gemarkeerd in de figuur).</p>\n<figure data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ae29cba-2d39-4d59-aa42-d270c02da894/2.png\" data-asset-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" data-image-id=\"d1582b74-b0b4-4e4e-9c1d-a7d7f0965965\" alt=\"\"></figure>\n<p>We openen de BGT-resultaten door bijvoorbeeld de regel <strong>BGT/Spanningsbeperking</strong> in de tabel te selecteren.</p>\n<figure data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/59cbb2a8-dfb3-4f3e-9bd3-e2991a85a5f0/3.png\" data-asset-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" data-image-id=\"a150e9aa-f2fe-4548-bf86-64e0bb5c88e0\" alt=\"\"></figure>\n<p>Om de gedetailleerde resultaten van UGT te openen, verander het tabblad naar <strong>Sterkte</strong>. Zoals boven de tabel is aangegeven, is de C1 combinatie gebruikt om UGT te controleren.</p>\n<figure data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aba8fc13-3fbe-47a8-a281-fe12c1d9f11b/4.png\" data-asset-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" data-image-id=\"d717738e-3f23-4f4e-99e8-0e6f86b8563c\" alt=\"\"></figure>\n<p>Ook hier kunt u de resultaten weergeven voor Beton en voor <strong>Wapening</strong> door de overeenkomstige regel in de tabel te selecteren. U kunt elke staaf wapening selecteren om de resultaten van de analyse en normcontrole te bekijken.</p>\n<figure data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3cbd0bc-46fd-4d9c-8776-d71d9eb4bd21/5.png\" data-asset-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" data-image-id=\"fe9f6f00-5d60-49e0-bfc0-74e28d6ceffc\" alt=\"\"></figure>\n<ul>\n <li>Meer informatie over UGT-resultaten is te vinden in <a data-item-id=\"dfd7d908-843b-4d1e-8f66-26343a9bf3ff\" href=\"\">Algemene beschrijving van ULS-resultaten in Detail applicatie</a></li>\n</ul>\n<p>De resultaten van BGT bevinden zich in de tabbladen <strong>Spanning</strong>, <a data-item-id=\"ea994302-6f97-4068-818f-19f6666fdb27\" href=\"\"><strong>Scheur</strong></a> en <strong>Doorbuiging</strong>. Voor de Spanningsbeperkingstoestand werd de combinatie C2 gebruikt om het beton te controleren, en C3 om de wapening te controleren.</p>\n<figure data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5fe709e5-124b-4c6a-949f-1720f1e7eb80/6.png\" data-asset-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" data-image-id=\"657ab157-7e89-4488-aff6-aeb6e402a3ba\" alt=\"\"></figure>\n<p>Berekende scheurwijdtes kunnen worden weergegeven in het tabblad <strong>Scheur </strong>(combinatie C2). De berekende waarden worden vergeleken met de grenswaarde w_{st,lim} die kan worden bewerkt in het bovenste lint.</p>\n<figure data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9405f9f-0e01-4e76-ad1c-ae7df7d478c8/7.png\" data-asset-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" data-image-id=\"b669b1ec-73dc-413d-8eaf-008ea0e2f387\" alt=\"\"></figure>\n<ul>\n <li>Meer informatie over SLS-resultaten is te vinden in <a data-item-id=\"9e7e995c-6e74-422f-af6e-88a8d7fe047f\" href=\"\">Algemene beschrijving van SLS-resultaten in Detail applicatie</a></li>\n</ul>\n<h2>6 Rapport</h2>\n<p>Ga tot slot naar <strong>Rapport</strong>. IDEA StatiCa biedt een volledig aanpasbaar rapport om af te drukken of op te slaan in een bewerkbaar formaat.</p>\n<figure data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6d0a57ef-98c6-4dd9-8077-b3103cbfd075/8.png\" data-asset-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" data-image-id=\"07b2a2d9-31e0-4f6e-ad3c-660419aa72aa\" alt=\"\"></figure>\n<figure data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5212488-59ca-4a61-a429-b45cecbb29a5/6_2.png\" data-asset-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" data-image-id=\"2e3559ac-8f4b-47ce-ad68-1a79a58db745\" alt=\"\"></figure>\n<p>U hebt een <a data-item-id=\"77764ea2-7c2a-5b80-820b-8f3db5624600\" href=\"\">ligger met een opening</a> ontworpen, geoptimaliseerd en gecontroleerd.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c6ca9f62_85d7_01e0_ab2d_9fe6714f6a6e\"></object>"
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"value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<h2>Structural design of concrete discontinuities in IDEA StatiCa Detail</h2>\n<p><a href=\"#general-introduction\">General introduction for the structural design of concrete details</a><br>\n<a href=\"#main-assumptions-and-limitations\">Main assumptions and limitations</a><br>\n<a href=\"#reinforcement-structural-design\">Reinforcement structural design</a><br>\n<a href=\"#finite-element-implementation-idea-statica-detail\">Finite element implementation in IDEA StatiCa Detail</a><br>\n - <a href=\"#supports-and-load-transmitting-components\">Supports and load transmitting components</a><br>\n - <a href=\"#load-transfer-at-trimmed-ends-of-beams\">Load transfer at trimmed ends of beams</a><br>\n - <a href=\"#geometric-modification-of-cross-sections\">Geometric modification of cross-sections</a><br>\n - <a href=\"#finite-element-types\">Finite element types</a><br>\n - <a href=\"#meshing\">Meshing</a><br>\n - <a href=\"#solution-method-and-load-control-algorithm\">Solution method and load-control algorithm</a><br>\n - <a href=\"#presentation-of-results\">Presentation of results</a><br>\n<a href=\"#structural-element-verification-idea-statiCa-detail\">Structural element verification in IDEA StatiCa Detail</a><br>\n<a href=\"#verification-of-the-structural-concrete-elements\">Verification of the structural concrete elements (EN)</a><br>\n - <a href=\"#material-models\">Material models</a><br>\n - <a href=\"#safety-factors\">Safety factors</a><br>\n - <a href=\"#ultimate-limit-state-analysis\">Ultimate limit state analysis</a><br>\n - <a href=\"#partially-loaded-areas\">Partially loaded areas (PLA)<br>\n</a> - <a href=\"#serviceability-limit-state-analysis\">Serviceability limit state analysis</a><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n27e5ceb5_fe99_012a_949d_acfef5af50ee\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3cd1a150_2eeb_0108_47fd_33270a047501\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3936277a_8378_01c6_4f3c_ca5b41e3c90a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___reinforc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dab79f23_0f63_019f_ec30_fdf52018a612\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___finite_e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2bf9e88e_9f55_0185_625e_97c549378963\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n793d9504_1df5_01b5_5681_d50ba0d6000f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bdb219b1_e3d4_018b_2868_14d83f2ed5f4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e4043d87_e123_014e_0afe_165906f09559\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2bfb4459_7177_019d_11fd_630319d04c6d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n51b1d71a_6358_013e_b4b2_968ffd2cfa9b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n58732c1e_26a2_010a_2d98_254eab294b3e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f6b2313c_260f_01c4_e283_bd9a657bedc8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ae2a3d46_11ea_0177_3659_440e1ffe3cb2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"becc4dc4_31c1_015a_24bd_6fd5781aa38d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n80e5e573_65e7_01e2_efa9_64968112c891\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0b398e51_fa89_01ca_8900_6782bf33a122\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n44edb482_456c_017b_9c79_d10fda6588f1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9dcc9e8d_671f_01e8_2b3d_7869f9da5d56\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova. 2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst & Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&genre=book&isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
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"value": "<p>Deze publicatie presenteert de principes en validatie van de <strong>Compatible Stress Field Method (CSFM).</strong></p>\n<p>Deze nieuwe methode kan worden gebruikt voor het ontwerp en de beschouwing van elke betonconstructie die wordt blootgesteld aan belasting in het vlak en is bijzonder geschikt voor het dimensioneren van \"discontinuïteitsgebieden\" zoals consoles, diepe balken, muren met openingen, balkuiteinden en frame hoeken. De CSFM vertegenwoordigt een belangrijke stap voorwaarts voor de bouwtechnische praktijk, omdat het de efficiënte controle van alle ontwerpcodebepalingen mogelijk maakt, inclusief aspecten van bruikbaarheid, belastingvervorming en vervormingscapaciteit, zelfs voor betonnen onderdelen met complexe geometrie. De methode is gebaseerd op eindige-elementenanalyse en gebruikt alleen elementaire materiaalparameters die worden gebruikt in standaard structureel betonontwerp.</p>\n<figure data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb6950c3-dc66-45e5-b3fe-43dfe57f7918/CSFM%20-%20design%20tools.png\" data-asset-id=\"428fd7cc-55be-430b-b478-a32e674105be\" data-image-id=\"428fd7cc-55be-430b-b478-a32e674105be\" alt=\"CSFM methode ontwerpen in beton geverifieerd IDEA Detail\"></figure>\n<p>De resultaten van de CSFM voor een reeks verificatievoorbeelden worden gepresenteerd en besproken, waarbij ook de invloed van de belangrijkste parameters van de methode en de onderliggende modellen worden behandeld. De resultaten worden vergeleken met een breed scala aan analytische oplossingen, ontwerpcodebepalingen en experimentele resultaten, en laten een goede overeenkomst zien met al deze oplossingen.</p>\n<h4>Luister naar de schrijver over de CSFM methode</h4>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_eb331e6\"></object>\n<h2>Team van auteurs</h2>\n<p>Prof. Dr. Walter Kaufmann, Dr. Jaime Mata-Falcón, Dr. Marius Weber, Tena Galkovski, Duc Thong Tran, Dr. Jaromir Kabelac, Michael Konecny, Ass. Prof. Dr. Jaroslav Navratil, Michal Cihal, Petra Komarkova</p>\n<figure data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5ffb9625-f94e-4eba-a2b6-d721f8399241/ETH%20Zurich%20logo.png\" data-asset-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" data-image-id=\"9b1c8f09-47f6-4693-b6bd-48dbb34c3d20\" alt=\"ETH zurich verifivatie IDEA StatiCa Detail\"></figure>\n<p><em>ETH Zurich, Institute of Structural Engineering</em></p>\n<h2>Over Prof. Dr. Walter Kaufmann</h2>\n<p>Walter Kaufmann is de voorzitter van <em>Structural Engineering (Concrete Structures and Bridge Design)</em> aan de ETH Zürich. Hij is de voorzitter van de <em>Swiss Concrete Code Commission</em> en is een hoofdonderzoeker bij het <em>Swiss National Center of Competence in Research (NCCR) in Digital Fabrication</em>. Zijn onderzoek richt zich op innovatieve constructies, het draagvermogen en de vervormingscapaciteit van betonconstructies, de beoordeling van de constructieve veiligheid van bestaande constructies en digitale fabricagemethoden.</p>\n<figure data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9a70452-c086-43c1-a82b-8b12de808aa8/Kaufmann_Passfoto_small.jpg\" data-asset-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" data-image-id=\"478e3e10-7415-41cb-9eaf-525455c49df7\" alt=\"Prof Kaufmann IDEA StatiCa Beton verificatie\"></figure>\n<p>Hij behaalde zijn diploma's aan de ETH Zürich in 1992 (dipl. Bau-Ing.) en 1998 (Dr. sc. techn.). Voordat hij in 2014 bij ETH Zürich kwam, was hij meer dan 15 jaar actief in de industrie, voornamelijk in Spanje en Zwitserland. Gedurende deze tijd leidde hij tal van bouwtechnische projecten voor gebouwen en bruggen, nam hij met succes deel aan vele ontwerpwedstrijden voor bruggen en was hij betrokken bij een groot aantal expertises.</p>\n<p>KAUFMANN, Walter, et al.<br>\n<em>Compatible stress field design of structural concrete</em><br>\nETH Zurich, 2020<br>\nISBN 978-3-906916-95-8 print<br>\n158 pages </p>\n<h2>Koop ebook online</h2>\n<p><a href=\"https://payhip.com/b/DP6N\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>Koop het ebook (PDF) versie online on Payhip</strong></a><strong>.</strong></p>\n<p><strong>Prijs: 60 EUR + VAT</strong></p>\n<p><strong>Student: 18 EUR + VAT (</strong><a data-item-id=\"80574849-cb65-4360-a14b-06b69684c0cb\" href=\"\"><strong>contacteer ons </strong></a><strong> voor 70% kortings voucher)</strong></p>\n<h2>Inhoud van het boek</h2>\n<p>In de <a data-asset-id=\"1e766820-377b-44bf-9161-1a38f8ebbc10\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4969f485-61b0-48fe-8d7a-3cc76b1fd85d/table%20of%20contents.pdf\">Inhoud</a> vindt u een scala aan geteste voorbeelden. Alle resultaten laten een zeer nauwe correlatie zien met de vergeleken gegevens.</p>"
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"value": "<p><br></p>\n<p>There are two workflows for how to design the prestressed beam in IDEA StatiCa software, which can be even composite (concrete-concrete) with a combination of pre- and post-tensioned tendons. </p>\n<ul>\n <li>Using the <strong>Beam</strong> application, where you can calculate a complete TDA analysis, use data import from 3rd party software, design the geometry of the tendons, etc. And of course design and code-check all cross-sections using implemented RCS module.</li>\n <li>Input the results of global analysis from FEA software to the <strong>RCS</strong> application. Where you can do a complete design and code-check of cross-sections (composite with a combination of pre- and post-tensioned tendons).</li>\n</ul>\n<p>For the first approach watch the video below, where the complete workflow is shown, and where you will for example see how the templates speeds-up the definition of tendon layout, prestressing losses, equivalent load due to prestess, etc. This is possible even for complex models like composite cast-in-situ slab laying on precast beams that form a skew bridge supported by elastomer bridge bearings, where the precast beams are indirectly supported by cast-in-situ diaphragms. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n970ecc19_c45a_01b3_852d_77a96491b064\"></object>\n<p>For the second approach, we recommend diving into the Campus course to fully understand the RCS application. This will also be useful for approach one, where the implemented RCS module is used for the design of cross-sections, which is identical to the stand-alone application. The only difference is that in the case of the first approach, the inputs from Beam are imported into RCS automatically. Whereas for the second approach, the user has to manually enter the results from the global model into the RCS application. </p>\n<ul>\n <li>Read the following article where you will learn how to correctly set the Action stages: <a data-item-id=\"6c03cee7-a595-491a-b4f6-131085dd26b1\" href=\"\"><strong>RCS - Action stages</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></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. </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. </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>. </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. </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. </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. </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). </p>\n<p>For the short-term effects, the modulus of elasticity <em>E</em><em><sub>cm</sub></em> is used. </p>\n<p>For the long-term effects, the effective modulus of elasticity <em>E</em><em><sub>c,eff</sub></em><em> = E</em><em><sub>cm</sub></em><em>/(1+φ)</em> is used. 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. </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 the k<sub>2</sub> factor when the nonlinear calculation of the creep factor is considered. </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. </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. </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). </p>\n<p>Implemented limits can be found in the Code setting. </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 </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. </p>\n<ul>\n <li>My - Mz -> horizontal surface</li>\n <li>N - M resultant -> according to the current ratio between My and Mz</li>\n <li>N - My -> vertical surface on y-axis</li>\n <li>N - Mz -> 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. </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. </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. </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 -> User settings -> 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. </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 -> User settings -> 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 -> 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 -> 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 </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. </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>Five HOT helpdesk topics </p>\n<ul>\n <li>What is behind the code-check called Response N-M-M?</li>\n <li>How is the prestressed concrete section assessed?</li>\n <li>How does the modulus of elasticity of concrete develop over time?</li>\n <li>How is the interaction check calculated?</li>\n <li>Is it possible to import and subsequently assess reinforced concrete slabs in IDEA StatiCa using BIM links with FEA software?</li>\n</ul>"
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"value": "Are you a current IDEA StatiCa Concrete Concrete user? Don't you understand some of the code-checks? Don't like software working as a black box? Are you a fresh IDEA Statica user and do not know what type of design members can be checked in IDEA StatiCa Concrete? If yes, register for this webinar!"
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"value": "<p>We bring an unconventional webinar. This time we are not going to focus on one specific topic but talk about several topics instead. Five hot helpdesk or frequently asked problems were chosen to be demonstrated. And we would like to share them with you. Both existing and new users will get their money's worth, as the content of the webinar is designed to explain the basic principles of calculations, but at the same time, they are extended by interesting questions from our users. </p>\n<p>IDEA StatiCa Concrete includes several applications meant for reinforced concrete design. We will stay in the IDEA StatiCa RCS app at the webinar. This application was developed for code-checks of reinforced and prestressed concrete cross-sections of a design member - beam, column, slab, walls, and shells. It can be launched as a standalone app or as a part of IDEA StatiCa Beam, BIM, Column, and Member.</p>\n<p>The response N-M-M of the section is one of the possibilities how to check a reinforced or prestressed concrete section subjected to normal force and bending moments. The method behind this check is also called the limit deformation method. </p>\n<figure data-asset-id=\"2323ed91-1e64-4102-b416-271f289128a0\" data-image-id=\"2323ed91-1e64-4102-b416-271f289128a0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/90f16a33-7747-4ccc-988a-85044c37fed3/Response%20of%20RC%20T-section%20-%20strain%20and%20stress%20distribution%20along%20the%20height.PNG\" data-asset-id=\"2323ed91-1e64-4102-b416-271f289128a0\" data-image-id=\"2323ed91-1e64-4102-b416-271f289128a0\" alt=\"Response of RC T-section - strain and stress distribution along the height\"></figure>\n<figure data-asset-id=\"3e8f3539-8026-44cf-814d-c33906b5a77e\" data-image-id=\"3e8f3539-8026-44cf-814d-c33906b5a77e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bf2d6dcb-e2a5-4d68-84bc-9b650f58f247/Response%20of%20RC%20T-section%20-%20stress-strain%20diagram%20-%20extreme%20value%20of%20fiber.PNG\" data-asset-id=\"3e8f3539-8026-44cf-814d-c33906b5a77e\" data-image-id=\"3e8f3539-8026-44cf-814d-c33906b5a77e\" alt=\"Response of RC T-section - stress-strain diagram - extreme value of fiber\"></figure>\n<figure data-asset-id=\"5eda43be-b8bd-4855-9497-ec854e6df0bc\" data-image-id=\"5eda43be-b8bd-4855-9497-ec854e6df0bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b2e75bc4-65e0-4ecb-9dd5-36ccaa4a86c5/Response%20of%20RC%20T-section%20-%20stress-strain%20diagram%20-%20extreme%20value%20of%20rebar.PNG\" data-asset-id=\"5eda43be-b8bd-4855-9497-ec854e6df0bc\" data-image-id=\"5eda43be-b8bd-4855-9497-ec854e6df0bc\" alt=\"Response of RC T-section - stress-strain diagram - extreme value of rebar\"></figure>\n<p>Do you know that it is possible to import 2D members including their corresponding internal forces? The workflow is as follows:</p>\n<ul>\n <li>global model in FEA software (Axis VM, SCIA Engineer, midas Civil/Gen)</li>\n <li>import the design member to IDEA StatiCa BIM</li>\n <li>create a section where the critical forces occur</li>\n <li>code-check in IDEA StatiCa RCS</li>\n</ul>\n<figure data-asset-id=\"b667c31f-9ba9-4413-9af7-2e2e0ddfb051\" data-image-id=\"b667c31f-9ba9-4413-9af7-2e2e0ddfb051\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6260c9ce-5736-4f09-bf5a-53401dec017b/imported%20internal%20forces%20of%202D%20member%20in%20BIM.PNG\" data-asset-id=\"b667c31f-9ba9-4413-9af7-2e2e0ddfb051\" data-image-id=\"b667c31f-9ba9-4413-9af7-2e2e0ddfb051\" alt=\"imported internal forces of 2D member in BIM\"></figure>\n<figure data-asset-id=\"0e029334-a41d-4c09-9e6d-d811efa09a3d\" data-image-id=\"0e029334-a41d-4c09-9e6d-d811efa09a3d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4ea3ca33-16f2-407f-97ab-5ff7bd04d7be/shell%20internal%20forces%20in%20RCS.PNG\" data-asset-id=\"0e029334-a41d-4c09-9e6d-d811efa09a3d\" data-image-id=\"0e029334-a41d-4c09-9e6d-d811efa09a3d\" alt=\"shell internal forces in RCS\"></figure>\n<h2>Webinar recording</h2>"
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"value": "<h2>Project data</h2>\n<p>First, let's start with the Project data settings. You can access the table from the top ribbon -> Settings toolbar. One of the things to be defined here is the base information about the project like project name, number, description, author, and date. This information will be then sent to the automatic report. </p>\n<p>Another input you can do here is the settings of the <strong>default values</strong> for the National Code. You can set the codes and national annexe for the project as well as functionalities, design working life, exposure classes, and material grades.</p>\n<figure data-asset-id=\"584d548f-1ed7-4810-a38a-8e4b68d7b135\" data-image-id=\"584d548f-1ed7-4810-a38a-8e4b68d7b135\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d9e72823-f207-4cb3-80c6-d0cc56e77222/RC-B_06_37.png\" data-asset-id=\"584d548f-1ed7-4810-a38a-8e4b68d7b135\" data-image-id=\"584d548f-1ed7-4810-a38a-8e4b68d7b135\" alt=\"\"></figure>\n<h2>Code and calculation settings</h2>\n<p>Secondly, there are the Code and calculation settings where you can go through the chapters of the used code and change the default values of coefficients, limits, or conditions. </p>\n<figure data-asset-id=\"7333aae3-7a22-457b-87a0-701393bf0ae9\" data-image-id=\"7333aae3-7a22-457b-87a0-701393bf0ae9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3bb1af6-3221-4d77-a3cf-97cee9469273/RC-B_06_38.png\" data-asset-id=\"7333aae3-7a22-457b-87a0-701393bf0ae9\" data-image-id=\"7333aae3-7a22-457b-87a0-701393bf0ae9\" alt=\"\"></figure>\n<p>If the national annexe is selected, you will see the flag of the annexe next to the values which differ from the general Eurocode. 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See the example with the table of the crack width in the next figure.</p>\n<figure data-asset-id=\"220bf51f-a42b-4d12-bf03-93afe8634702\" data-image-id=\"220bf51f-a42b-4d12-bf03-93afe8634702\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/70640c8f-4b73-48a1-b083-8bce8b529a00/RC-B_06_40.png\" data-asset-id=\"220bf51f-a42b-4d12-bf03-93afe8634702\" data-image-id=\"220bf51f-a42b-4d12-bf03-93afe8634702\" alt=\"\"></figure>\n<p>The last but not least tab is the <strong>General</strong>. Here are the general settings of the calculation.</p>\n<figure data-asset-id=\"3cac0f63-8f88-4579-8c43-4f9cee0d9096\" data-image-id=\"3cac0f63-8f88-4579-8c43-4f9cee0d9096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a371afd8-8db8-48b9-9b7c-d20616f93538/RC-B_06_44.png\" data-asset-id=\"3cac0f63-8f88-4579-8c43-4f9cee0d9096\" data-image-id=\"3cac0f63-8f88-4579-8c43-4f9cee0d9096\" alt=\"\"></figure>\n<p>Let's go through them: </p>\n<p>G.1 - Limit value of exploitation - The maximal value of the utilization of the cross-section doesn't have to be 100%. You can change it by using this setting</p>\n<p>G.2 - Maximal presentable value - Here you can change the maximal value of the utilization.</p>\n<p>G.3 and G.4 - Precision of iteration and Number of iteration steps - You can also influence the iteration process. It can help with the speed of the calculation.</p>\n<p>G.5 - Evaluation of iteration diagram - It is described in the following article in the chapter Capacity N-M-M: <a data-item-id=\"c8bad084-6363-4e07-87ac-c53a30fc1983\" href=\"\">ULS results in RCS</a></p>\n<p>G.6 - Number of diagrams - Number of vertical sections through interaction surface around vertical axes. If you increase the number you can increase the precision of the interaction diagram. Read more in the following article: <a data-item-id=\"fa1ccbb4-2aaf-4470-872c-01deea75f006\" href=\"\">Bending</a></p>\n<p>G.7 - Division of interaction diagram - Again if you increase the number you can increase the precision of the interaction diagram.</p>\n<p>G.8 - Vestigial resistance - It is valid for prestressed cross-sections only. If it is turned <strong>OFF</strong> - The left-hand side of the reliability condition contains the external load only. The right-hand side is the resistance, which consists of the primary effects resulting from the decompression prestressing force and the effect of the vestigial resistance of the prestressing reinforcement. If it is turned <strong>ON</strong> - An additional table is displayed, in which the left-hand side of the reliability condition contains the external load minus the primary effect resulting from the decompression prestressing force. The right-hand side is the resistance, which consists of the effect of the vestigial resistance of the prestressing reinforcement only.</p>\n<figure data-asset-id=\"9d27f3ed-e2b9-4bed-bbe1-fc5a52ecd4a6\" data-image-id=\"9d27f3ed-e2b9-4bed-bbe1-fc5a52ecd4a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25c12fc0-340e-456a-8aa6-a68620a82f46/RC-B_06_41.png\" data-asset-id=\"9d27f3ed-e2b9-4bed-bbe1-fc5a52ecd4a6\" data-image-id=\"9d27f3ed-e2b9-4bed-bbe1-fc5a52ecd4a6\" alt=\"\"></figure>\n<p>G.9 - Don't exclude tendons - If it is turned on the tendons which are outside of the cross-section will be included in the calculation.</p>\n<p>G.10 - Used a simplified model - You can use this option to speed up your calculation.</p>\n<p>G.12 - Direction of imperfection - The effect is described in the following article: <a data-item-id=\"17353810-3c1d-4db4-bc6d-ad9e2c9a7126\" href=\"\">Second-order effect in RCS application</a></p>\n<p>G.14 - No resistance of concrete in tension - members 1D</p>\n<ul>\n <li>Always - The assumption that the concrete resists no tension will be applied in all SLS checks for all combinations of all sections and their extremes.</li>\n <li>Section - In the case that the upper or lower design value of internal forces of one of the SLS combinations will cause concrete stress higher than the concrete tensile strength, the assumption that the concrete resists no tension will be applied in all SLS checks for all extremes of the current section. 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"value": "<p>There are several options for the reinforcement setup for a 1D cross-section:</p>\n<ul>\n <li><strong>Templates</strong></li>\n <li><strong>Import</strong></li>\n <li><strong>Reinforcement editor</strong></li>\n</ul>\n<p>For information about the reinforcement setup for 2D elements, check out the <a data-item-id=\"ec27c0e7-ec98-41d1-9e7d-81a2ad088f42\" href=\"\">Reinforcement for 2D elements</a><strong> </strong>article!</p>\n<p>Now, let's see the options:</p>\n<h2>Templates</h2>\n<p>As well as for geometry, the RCS application offers pre-defined templates for reinforcement. This option is available only for cross-sections created by pre-defined templates. </p>\n<h3>Setting a template</h3>\n<p>To set the reinforcement, go to <strong>Navigator</strong> <strong>-> Reinforcement</strong>, and select a preferred template in the top ribbon. The layout table will appear, so just fill in the values, and click OK.</p>\n<figure data-asset-id=\"eda8a3cd-2f2c-450e-ade6-92946cd6100a\" data-image-id=\"eda8a3cd-2f2c-450e-ade6-92946cd6100a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3a17bb40-ef0d-4168-ba1a-90b01a1556c4/RC-B_05_04.png\" data-asset-id=\"eda8a3cd-2f2c-450e-ade6-92946cd6100a\" data-image-id=\"eda8a3cd-2f2c-450e-ade6-92946cd6100a\" alt=\"\"></figure>\n<p>After that, you will see the tables of reinforcement bars and reinforcement layers in the Data window. Working with the tables, you can adjust properties such as the diameter, number of layers, if the reinforcement is bent-up, and reinforcement type (this functionality is meant for <a data-item-id=\"5bc035cd-2680-4beb-ace8-094d3b3fb73d\" href=\"\">Fatigue</a> calculation).</p>\n<figure data-asset-id=\"5175380d-2b70-46b5-96c1-3cb285e69d59\" data-image-id=\"5175380d-2b70-46b5-96c1-3cb285e69d59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b30b28d-b917-4aeb-bf7f-1e6b97d5bea5/RC-B_05_05.png\" data-asset-id=\"5175380d-2b70-46b5-96c1-3cb285e69d59\" data-image-id=\"5175380d-2b70-46b5-96c1-3cb285e69d59\" alt=\"\"></figure>\n<p>The reinforcement's diameter and material can be set individually for each bar. In case of having the same diameter or material for a group of bars, you can tick the Identical checkboxes and save time setting the properties of bars one by one.</p>\n<h3>Stirrups modification</h3>\n<p>Click on the stirrup in the Main graphic window. The selected stirrup is highlighted, and you can see a table with properties in the Data window. Here you can set the diameter, material, spacing, and other settings depending on the stirrup type. </p>\n<p>The <strong>Shear</strong> and <strong>Torsion</strong> checkboxes in the middle of the table are an important part of this section. Select the corresponding options to choose the type of code-check of the stirrup.</p>\n<p>More information about shear and torsion checks, as well as other types of checks, with a thorough description, can be found in the <a data-item-id=\"c8bad084-6363-4e07-87ac-c53a30fc1983\" href=\"\">ULS results in RCS - Capacity N-M-M, Shear, Torsion, Interaction, Response N-M-M article</a>.</p>\n<figure data-asset-id=\"27490870-9ff5-4fb1-9244-74bcd6b8551c\" data-image-id=\"27490870-9ff5-4fb1-9244-74bcd6b8551c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/480b1c4f-03f2-4d32-91d8-d3ec0ac74723/RC-B_05_09.png\" data-asset-id=\"27490870-9ff5-4fb1-9244-74bcd6b8551c\" data-image-id=\"27490870-9ff5-4fb1-9244-74bcd6b8551c\" alt=\"\"></figure>\n<p>The <strong>Stirrups shape</strong> can be displayed in the Main graphic window by using the button of the same name in the top ribbon in the View settings section.</p>\n<p>The concrete cover can be set using the <strong>Cover</strong> button in the top ribbon. It can be set for each edge of the cross-section separately. I.e., each edge can have a different value of concrete cover.</p>\n<figure data-asset-id=\"1e2c0c9c-1db7-4805-b77d-a4dbac3d9d4c\" data-image-id=\"1e2c0c9c-1db7-4805-b77d-a4dbac3d9d4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0849e5fe-8edb-49c9-95d4-524a5fa01b98/RC-B_05_06.png\" data-asset-id=\"1e2c0c9c-1db7-4805-b77d-a4dbac3d9d4c\" data-image-id=\"1e2c0c9c-1db7-4805-b77d-a4dbac3d9d4c\" alt=\"\"></figure>\n<p><br></p>\n<p>The reinforcement can be deleted using the <strong>Delete</strong> button in the top ribbon. You can either delete just the selected reinforcement or the whole layout.</p>\n<figure data-asset-id=\"42890c61-3785-417e-91d4-b6473a24d90f\" data-image-id=\"42890c61-3785-417e-91d4-b6473a24d90f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c8c39219-190d-4759-9980-0f5a4a7b9ee9/RC-B_05_07.png\" data-asset-id=\"42890c61-3785-417e-91d4-b6473a24d90f\" data-image-id=\"42890c61-3785-417e-91d4-b6473a24d90f\" alt=\"\"></figure>\n<h2>Import</h2>\n<p>To import a file containing reinforcement, click on the <strong>Import</strong> button in the top ribbon and choose what you want to import. <strong>Export</strong> (using the button right next to the Import one) works exactly the same way. </p>\n<figure data-asset-id=\"99e81882-5ee2-4e71-a45d-d07bebd70dc4\" data-image-id=\"99e81882-5ee2-4e71-a45d-d07bebd70dc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f5a21a9a-466b-485b-a6cc-62fde4782db4/RC-B_05_08.png\" data-asset-id=\"99e81882-5ee2-4e71-a45d-d07bebd70dc4\" data-image-id=\"99e81882-5ee2-4e71-a45d-d07bebd70dc4\" alt=\"\"></figure>\n<p>You can export/import cross-section <strong>geometry</strong>, <strong>reinforcement</strong>, and <strong>tendons </strong>separately. Or there is an option to export/import all at once. </p>\n<h2>Reinforcement editor</h2>\n<p>The Reinforcement editor can be very helpful. It is a tool providing you with many possibilities of how to reinforce a cross-section in the RCS application. To launch the editor, click on the <strong>Reinforcement editor</strong> button in the top ribbon.</p>\n<figure data-asset-id=\"10b601cf-8fa2-4528-99ea-1ea59457163c\" data-image-id=\"10b601cf-8fa2-4528-99ea-1ea59457163c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1db5e729-fb97-483e-b31c-ecd263371c80/RC-B_05_10.png\" data-asset-id=\"10b601cf-8fa2-4528-99ea-1ea59457163c\" data-image-id=\"10b601cf-8fa2-4528-99ea-1ea59457163c\" alt=\"\"></figure>\n<p>A separate window will appear. In the editor, you can, among other things, define reinforcement by <strong>templates</strong> as well as was shown before. Or you can <strong>Import/Export</strong> reinforcement. The same applies to <strong>deleting</strong>. All buttons needed for mentioned operations are in the top ribbon.</p>\n<figure data-asset-id=\"19237ca1-19ab-42ce-a624-f16c055398e8\" data-image-id=\"19237ca1-19ab-42ce-a624-f16c055398e8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1b4b792c-93f0-4124-9e93-b50af1483c29/RC-B_05_19.png\" data-asset-id=\"19237ca1-19ab-42ce-a624-f16c055398e8\" data-image-id=\"19237ca1-19ab-42ce-a624-f16c055398e8\" alt=\"\"></figure>\n<p>One of the biggest advantages of the editor is the possibility to use <strong>Undo</strong> and <strong>Redo</strong> buttons. This cannot be done in the general RCS window.</p>\n<p>But that's not all! Let's have a look at what more can be done in the editor, one option by one.</p>\n<h3>Longitudinal reinforcement</h3>\n<p>We shall start with defining the longitudinal bars. You can find it in the Data window under the <strong>Longitudinal reinforcement</strong> tab. There are five possible options available to define reinforcement.</p>\n<ul>\n <li><strong>New in line</strong></li>\n <li><strong>New on edge</strong></li>\n <li><strong>New by spacing</strong></li>\n <li><strong>New on all edges</strong></li>\n <li><strong>Import layers</strong></li>\n</ul>\n<figure data-asset-id=\"fe8fe2f6-3f46-485b-a739-295932e66352\" data-image-id=\"fe8fe2f6-3f46-485b-a739-295932e66352\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6d38bfe9-1f35-47e4-89ce-bc784705c67e/RC-B_05_11.png\" data-asset-id=\"fe8fe2f6-3f46-485b-a739-295932e66352\" data-image-id=\"fe8fe2f6-3f46-485b-a739-295932e66352\" alt=\"\"></figure>\n<h4>New in line</h4>\n<p>The <strong>New in line</strong> option defines reinforcement <strong>based on coordinates</strong>. You have to define the origin of the first bar's position and the last bar's position, which can be Point (0,0) or one of the vertexes. And then, you have to define the delta coordinates of these two points.</p>\n<figure data-asset-id=\"e2fcf908-d582-4576-bc17-cce0e9cb55cc\" data-image-id=\"e2fcf908-d582-4576-bc17-cce0e9cb55cc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f8730b1e-76c3-48a3-a926-c9bfff5ea4eb/RC-B_05_12.png\" data-asset-id=\"e2fcf908-d582-4576-bc17-cce0e9cb55cc\" data-image-id=\"e2fcf908-d582-4576-bc17-cce0e9cb55cc\" alt=\"\"></figure>\n<p>In the Bars tab of the corresponding layer, you can display the position of each bar. </p>\n<figure data-asset-id=\"0b3d189d-9794-4716-9409-6a08129db43c\" data-image-id=\"0b3d189d-9794-4716-9409-6a08129db43c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3d0d1889-a09e-411b-9f34-b24060b9d224/RC-B_05_13.png\" data-asset-id=\"0b3d189d-9794-4716-9409-6a08129db43c\" data-image-id=\"0b3d189d-9794-4716-9409-6a08129db43c\" alt=\"\"></figure>\n<h4>New on edge</h4>\n<p>The <strong>New on edge</strong> option defines reinforcement <strong>based on the edge number and the cover</strong>. The cover can be as defined in the cross-section or user-defined. Don't forget to turn on the labelling of cross-section edges in the top ribbon.</p>\n<figure data-asset-id=\"5789bdd5-eb53-4b18-9b05-ef47756ca340\" data-image-id=\"5789bdd5-eb53-4b18-9b05-ef47756ca340\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7bafbd4-6caf-4a3a-a7d3-985339129900/RC-B_05_14.png\" data-asset-id=\"5789bdd5-eb53-4b18-9b05-ef47756ca340\" data-image-id=\"5789bdd5-eb53-4b18-9b05-ef47756ca340\" alt=\"\"></figure>\n<h4>New by spacing</h4>\n<p>The <strong>New by spacing</strong> option defines reinforcement <strong>based on the distance and cover</strong>. The number of bars in the layer is automatically calculated. This option is available only for 1D decks -> for Beam member type only rectangular cross-section and for One-way slab member type.</p>\n<figure data-asset-id=\"61b10a11-1843-4b06-99be-c527642bb2aa\" data-image-id=\"61b10a11-1843-4b06-99be-c527642bb2aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26b28a43-80d6-471e-84bc-8115fa7146d9/RC-B_05_15.png\" data-asset-id=\"61b10a11-1843-4b06-99be-c527642bb2aa\" data-image-id=\"61b10a11-1843-4b06-99be-c527642bb2aa\" alt=\"\"></figure>\n<p>Note that number of bars doesn't have to be an integer number. You can also define surface to cover - lower or upper and edge bar specification - symmetrically, diameter/2, or user-defined.</p>\n<h4>New on all edges</h4>\n<p>The <strong>New on all edges</strong> option defines reinforcement <strong>based on the distance and cover</strong>.</p>\n<figure data-asset-id=\"5e829d1a-d827-4fd3-b3e7-6be3216c359e\" data-image-id=\"5e829d1a-d827-4fd3-b3e7-6be3216c359e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e58c29f7-a2ed-4c62-861c-31d88f66ef09/RC-B_05_16.png\" data-asset-id=\"5e829d1a-d827-4fd3-b3e7-6be3216c359e\" data-image-id=\"5e829d1a-d827-4fd3-b3e7-6be3216c359e\" alt=\"\"></figure>\n<p>Once you input reinforcement like this the application will create uniform layers or single bars around the cross-section automatically.</p>\n<figure data-asset-id=\"c72ef944-4bb8-4857-81a0-126d231f64ee\" data-image-id=\"c72ef944-4bb8-4857-81a0-126d231f64ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fd04282b-72f5-4ec6-abb8-d5b836b06689/RC-B_05_17.png\" data-asset-id=\"c72ef944-4bb8-4857-81a0-126d231f64ee\" data-image-id=\"c72ef944-4bb8-4857-81a0-126d231f64ee\" alt=\"\"></figure>\n<h4>Explore layer</h4>\n<p>All of the previous inputting functionalities create a layer or row of reinforcement bars. To change the position or diameter of a single bar, you can explode the layer and do the modifications only for the selected item.</p>\n<figure data-asset-id=\"8180e4d2-ff9a-431d-b474-bee4d231d35a\" data-image-id=\"8180e4d2-ff9a-431d-b474-bee4d231d35a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb9a599-ecd4-4b62-953f-631b52760b4f/RC-B_05_18.png\" data-asset-id=\"8180e4d2-ff9a-431d-b474-bee4d231d35a\" data-image-id=\"8180e4d2-ff9a-431d-b474-bee4d231d35a\" alt=\"\"></figure>\n<h4>Import layers</h4>\n<p>This is the same import functionality which was described above. The only difference is that by this button only the longitudinal reinforcement will be imported.</p>\n<h4>Bent-up bars</h4>\n<p>You can select which bar will be bent-up in the Bars tab. It can be done for all types of reinforcement. And also as was described above you can select individual bars to be bent-up in the general RCS window.</p>\n<figure data-asset-id=\"6a0b1c73-2008-4710-bd6d-486f3eb21871\" data-image-id=\"6a0b1c73-2008-4710-bd6d-486f3eb21871\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9718719d-715b-4618-b007-13aff56c56de/RC-B_05_30.png\" data-asset-id=\"6a0b1c73-2008-4710-bd6d-486f3eb21871\" data-image-id=\"6a0b1c73-2008-4710-bd6d-486f3eb21871\" alt=\"\"></figure>\n<p>It is necessary to set the values of <em>s</em><em><sub>b</sub></em> and <em>α</em> correctly. The distance s<sub>b</sub> is defined as a projection of the inclined part to the direction of beam axis (or a rather effective length of bent-up bar). For more layers of bent-up bars, the distance s<sub>b</sub> is defined as a horizontal distance between them. After this input, the automatic detection of effective bars in a projection of crack to the axis perpendicular to the geometry of bent-up bars is performed (blue dash-dotted line).</p>\n<figure data-asset-id=\"5fbb8b0c-5fd4-4737-bd0d-b5ccc74ac48d\" data-image-id=\"5fbb8b0c-5fd4-4737-bd0d-b5ccc74ac48d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/52f4f5a7-c555-4dbb-ae6b-f9f2a4b4cb5f/8_jednavlozka.png\" data-asset-id=\"5fbb8b0c-5fd4-4737-bd0d-b5ccc74ac48d\" data-image-id=\"5fbb8b0c-5fd4-4737-bd0d-b5ccc74ac48d\" alt=\"\"></figure>\n<figure data-asset-id=\"a3c3a038-4376-490e-b3c6-8c35724288f0\" data-image-id=\"a3c3a038-4376-490e-b3c6-8c35724288f0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60f5e747-db26-4a24-b793-53f2c482c065/8_effectivebars.png\" data-asset-id=\"a3c3a038-4376-490e-b3c6-8c35724288f0\" data-image-id=\"a3c3a038-4376-490e-b3c6-8c35724288f0\" alt=\"\"></figure>\n<p>The shear resistance of bent-up bars is defined by the following equation. If we use the unequal distance between the layers of bent-up bars, distance sb is averaged and used in the same equation.</p>\n<figure data-asset-id=\"d4f1408b-a259-4383-ab87-5256d4668d68\" data-image-id=\"d4f1408b-a259-4383-ab87-5256d4668d68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6549e326-8ee8-4714-a84c-f3198697f7de/8_formula.png\" data-asset-id=\"d4f1408b-a259-4383-ab87-5256d4668d68\" data-image-id=\"d4f1408b-a259-4383-ab87-5256d4668d68\" alt=\"\"></figure>\n<p>To consider smaller effectiveness of bent-up bars in areas of smaller crack width, there is an option to use the reduction by kb factor. The recommended value is 0,75 (generally <1).</p>\n<p>We should also check the maximal distance between bent-up bars according to the code.</p>\n<p>s<sub>b,max</sub> = 0,6 d (1 + cot α) (9.7N)</p>\n<h3>Stirrups</h3>\n<p>To define stirrups go to the Data window -> Stirrups tab. There are four possible options available to define stirrups.</p>\n<ul>\n <li><strong>New</strong></li>\n <li><strong>New around bars</strong></li>\n <li><strong>New from points</strong></li>\n <li><strong>Import</strong></li>\n</ul>\n<figure data-asset-id=\"a18497eb-8bf3-40ed-bd30-14311dbda821\" data-image-id=\"a18497eb-8bf3-40ed-bd30-14311dbda821\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/76f89dd0-4283-4dd0-a575-48af3b280b06/RC-B_05_20.png\" data-asset-id=\"a18497eb-8bf3-40ed-bd30-14311dbda821\" data-image-id=\"a18497eb-8bf3-40ed-bd30-14311dbda821\" alt=\"\"></figure>\n<h4>New</h4>\n<p>The <strong>New </strong>option defines stirrups <strong>based on coordinates</strong>. First, you need to define the origin as a Point (0,0) or as one of the vertexes in the Stirrup tab. </p>\n<figure data-asset-id=\"fabac534-bb8f-446e-970a-6c42b24c313b\" data-image-id=\"fabac534-bb8f-446e-970a-6c42b24c313b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b7f2bd1-1f44-43df-9852-b06de49708ff/RC-B_05_21.png\" data-asset-id=\"fabac534-bb8f-446e-970a-6c42b24c313b\" data-image-id=\"fabac534-bb8f-446e-970a-6c42b24c313b\" alt=\"\"></figure>\n<p>And then you are supposed to define the coordinates in the vertices tab.</p>\n<figure data-asset-id=\"9bba73e8-83a7-4462-b878-25896535607e\" data-image-id=\"9bba73e8-83a7-4462-b878-25896535607e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11272b81-2c88-464e-9e36-4454e9a7ff6a/RC-B_05_22.png\" data-asset-id=\"9bba73e8-83a7-4462-b878-25896535607e\" data-image-id=\"9bba73e8-83a7-4462-b878-25896535607e\" alt=\"\"></figure>\n<p>Finally, you can go back to the stirrup tab and check closed if it is needed. Or change the inner diameter of the mandrel <em>n</em><em><sub>dm</sub></em> which is defined as a multiple of the stirrup diameter.</p>\n<figure data-asset-id=\"41c177aa-0bdf-4564-bab0-85752f9c163d\" data-image-id=\"41c177aa-0bdf-4564-bab0-85752f9c163d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/806458f4-956d-46c9-93f0-9f01c389689e/RC-B_05_24.png\" data-asset-id=\"41c177aa-0bdf-4564-bab0-85752f9c163d\" data-image-id=\"41c177aa-0bdf-4564-bab0-85752f9c163d\" alt=\"\"></figure>\n<h4>New around bars</h4>\n<p>The <strong>New around bars </strong>option defines stirrups <strong>based on the reinforcement bars position</strong>. Click on the button, set the diameter and distance and click on Start selection of bars by mouse.</p>\n<figure data-asset-id=\"6b2847cb-e03e-43d7-ad15-3b37d8bbc0ab\" data-image-id=\"6b2847cb-e03e-43d7-ad15-3b37d8bbc0ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/673f6fd9-6b3e-40e5-ae20-ee00f4a33566/RC-B_05_25.png\" data-asset-id=\"6b2847cb-e03e-43d7-ad15-3b37d8bbc0ab\" data-image-id=\"6b2847cb-e03e-43d7-ad15-3b37d8bbc0ab\" alt=\"\"></figure>\n<p>Then gradually select bars. You can use the step back button or finish selection without closing stirrups.</p>\n<figure data-asset-id=\"1f2bbfb1-8537-47dd-ba15-452549e228c4\" data-image-id=\"1f2bbfb1-8537-47dd-ba15-452549e228c4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/674d18f5-52c3-4482-804d-179c37fe1339/RC-B_05_26.png\" data-asset-id=\"1f2bbfb1-8537-47dd-ba15-452549e228c4\" data-image-id=\"1f2bbfb1-8537-47dd-ba15-452549e228c4\" alt=\"\"></figure>\n<h4>New from points</h4>\n<p>The <strong>New from points </strong>option defines stirrups <strong>based on the cross-section vertices</strong>. Click on the button, set the diameter and distance and click on Start selection of points.</p>\n<figure data-asset-id=\"3a280adb-7220-40b2-94e9-911c38e3f0a7\" data-image-id=\"3a280adb-7220-40b2-94e9-911c38e3f0a7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f16da87f-a802-468a-9861-b7e45925a04b/RC-B_05_27.png\" data-asset-id=\"3a280adb-7220-40b2-94e9-911c38e3f0a7\" data-image-id=\"3a280adb-7220-40b2-94e9-911c38e3f0a7\" alt=\"\"></figure>\n<p>Then gradually select points. You can use the step back button or finish selection without closing stirrups.</p>\n<figure data-asset-id=\"fdaab78f-a03e-4f12-8c36-fd7104f550f9\" data-image-id=\"fdaab78f-a03e-4f12-8c36-fd7104f550f9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/31ec0b49-78e6-4d74-b8d5-16dfdc2f544c/RC-B_05_28.png\" data-asset-id=\"fdaab78f-a03e-4f12-8c36-fd7104f550f9\" data-image-id=\"fdaab78f-a03e-4f12-8c36-fd7104f550f9\" alt=\"\"></figure>\n<h4>Explode stirrup</h4>\n<p>With this functionality, you can convert stirrup created from points or around bars to the general one defined by coordinates. The converted stirrup will be the same as the stirrup created using the New option.</p>\n<h4>Import</h4>\n<p>This is the same import functionality which was described above. The only difference is that by this button only the stirrups will be imported.</p>\n<h4>Links</h4>\n<p>For one-way slabs and for 2D elements, you can define links. </p>\n<figure data-asset-id=\"170698d8-2729-4148-a4c6-e4109b9ced1b\" data-image-id=\"170698d8-2729-4148-a4c6-e4109b9ced1b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c2899a1e-5fc4-4500-9153-f2ce3f4a9074/RC-B_05_29.png\" data-asset-id=\"170698d8-2729-4148-a4c6-e4109b9ced1b\" data-image-id=\"170698d8-2729-4148-a4c6-e4109b9ced1b\" alt=\"\"></figure>\n<h3>Calculation</h3>\n<p>In the reinforcement editor, users usually iterate from version to version of the reinforcement design. A useful feature is to calculate the cross-section directly in the editor. There is the calculate button on the top ribbon. After calculation, you will see the overall check status of the reinforced cross-section. And also all of the relevant nonconformities will be available.</p>\n<figure data-asset-id=\"7a3abb36-eddc-48d1-9778-4cb734657de3\" data-image-id=\"7a3abb36-eddc-48d1-9778-4cb734657de3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/026c4775-fb00-4861-a7a9-1e5bfe23ca5b/RC-B_05_31.png\" data-asset-id=\"7a3abb36-eddc-48d1-9778-4cb734657de3\" data-image-id=\"7a3abb36-eddc-48d1-9778-4cb734657de3\" alt=\"\"></figure>"
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"value": "<p>There are two possible cases for the input if internal forces. Let´s start with an easier one – reinforced section and after that, we will explain it for the staged and prestressed cross-section.</p>\n<h3>Reinforced cross-section</h3>\n<p>Input for reinforced sections is easy to understand. Just fill in the <strong>design</strong> values of internal forces (partial factors are included) in the proper section and extreme.</p>\n<figure data-asset-id=\"2e08eff6-af36-4b3a-a110-77dec42a7cb6\" data-image-id=\"2e08eff6-af36-4b3a-a110-77dec42a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bfa06090-7e4a-4ef0-9d60-6358c5bf77f5/6_reinforced%20concrete.png\" data-asset-id=\"2e08eff6-af36-4b3a-a110-77dec42a7cb6\" data-image-id=\"2e08eff6-af36-4b3a-a110-77dec42a7cb6\" alt=\"\"></figure>\n<p>Complex projects require lots of sections and extremes. For such big data, it is useful to use table input in Section menu. Start with creating the desired number of extremes and then run Table editor and a dialog as on the following picture will appear. ULS and SLS values of internal forces can be filled in one place.</p>\n<figure data-asset-id=\"610256fd-ac57-47f5-a102-8fe5e0d07f51\" data-image-id=\"610256fd-ac57-47f5-a102-8fe5e0d07f51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/968d33f1-0c00-4893-9b66-b5a9ce4a2aa2/6_reinforced%20concrete%20editor.png\" data-asset-id=\"610256fd-ac57-47f5-a102-8fe5e0d07f51\" data-image-id=\"610256fd-ac57-47f5-a102-8fe5e0d07f51\" alt=\"\"></figure>\n<h3>Staged or prestressed cross-sections</h3>\n<p>To make a proper input, we need to start in the Action stages tab. The first table is for the input of <strong>increments</strong> of effects (internal forces) from <strong>characteristic</strong> values of permanent loads and these are used for the so-called initial state of the cross-section for ULS, SLS, and tendon losses calculations.</p>\n<p>Read a detailed article describing all the methods and options for filling the Action stages, including a more detailed description of the Initial state.</p>\n<ul>\n <li><a data-item-id=\"6c03cee7-a595-491a-b4f6-131085dd26b1\" href=\"\">RCS - Action stages</a></li>\n</ul>\n<figure data-asset-id=\"eda27df8-70f3-43ca-827a-65b9be293c66\" data-image-id=\"eda27df8-70f3-43ca-827a-65b9be293c66\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e71e636-14db-4aef-b09f-6a270e085c0d/6_construction%20stages.png\" data-asset-id=\"eda27df8-70f3-43ca-827a-65b9be293c66\" data-image-id=\"eda27df8-70f3-43ca-827a-65b9be293c66\" alt=\"\"></figure>\n<p>We will switch to the Internal forces tab after that and transfer the internal forces from the previous step to the initial state by clicking on <strong>All</strong> icon.</p>\n<figure data-asset-id=\"b1e64234-338b-46e5-9b7f-1be610d367f1\" data-image-id=\"b1e64234-338b-46e5-9b7f-1be610d367f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a952518-c929-4239-9851-8de895411ad6/6_internal%20forces.png\" data-asset-id=\"b1e64234-338b-46e5-9b7f-1be610d367f1\" data-image-id=\"b1e64234-338b-46e5-9b7f-1be610d367f1\" alt=\"\"></figure>\n<p>This step transfers all permanent and prestressing effects, and automatically multiply them by a proper gamma partial factor to obtain the <strong>design</strong> values.</p>\n<p>The only thing that remains is to fill in <strong>variable</strong> load already in <strong>design</strong> values and we are done.</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>In the Action stages tab, the goal is to define the <strong>initial stress-strain state</strong> of the cross-section. This is the stress state of the cross-section from permanent loads, prestressing, creep, and shrinkage in the individual stages of construction. The inputs are obtained from the global calculation FEA model. The response of the cross-section in SLS and ULS is then calculated by further loading (variable load, etc..) of the cross-section from this initial state, respecting the working diagrams of the materials. In the Action Stages tab, the initial state of a general cross-section, including phased (composite) cross-sections, can be defined, making the method general. If you are interested in the composite cross-sections it is recommended to go through the tutorial: <a data-item-id=\"45f41f1d-4934-4083-aef1-bc69cd11b1fc\" href=\"\">Structural design of composite concrete section in RCS (EN)</a>.</p>\n<p>For the purpose of this article, the action stages will be explained on a simple beam with one prestressing cable. </p>\n<p>There will be the bending moment from dead load <em>M</em><em><sub>dl</sub></em>, a bending moment from live load <em>M</em><em><sub>ll</sub></em>, and a bending moment from prestress <em>M</em><em><sub>p</sub></em>. Moreover, there will be a normal force from prestress <em>N</em><em><sub>p</sub></em>. Beam and internal forces are explained in the figure below.</p>\n<figure data-asset-id=\"8c87f10a-2695-466a-8a07-abc27954d21b\" data-image-id=\"8c87f10a-2695-466a-8a07-abc27954d21b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5387f3a7-a75f-4db8-b6f9-ad9a2e3ad8fb/Action%20stages_01.png\" data-asset-id=\"8c87f10a-2695-466a-8a07-abc27954d21b\" data-image-id=\"8c87f10a-2695-466a-8a07-abc27954d21b\" alt=\"\"></figure>\n<p>You can notice that <em>M</em><em><sub>dl</sub></em><em> + M</em><em><sub>p</sub></em><em> = 0 kNm. </em>It is simply because the results will be much clearer. It will be easier to understand. Displayed internal forces <em>N</em><em><sub>p</sub></em> and <em>M</em><em><sub>p</sub></em> are after long-term losses.</p>\n<p>Internal forces from creep and shrinkage are also zero values in our simple case.</p>\n<p>Cross-section S1 is shown in the figure below.</p>\n<figure data-asset-id=\"e7023aeb-bb50-4998-9078-d0d720df7b4b\" data-image-id=\"e7023aeb-bb50-4998-9078-d0d720df7b4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54edc27d-a508-485a-8cda-ce84c3fceb85/Action%20stages_02.png\" data-asset-id=\"e7023aeb-bb50-4998-9078-d0d720df7b4b\" data-image-id=\"e7023aeb-bb50-4998-9078-d0d720df7b4b\" alt=\"\"></figure>\n<p>The RCS file is created and also attached. </p>\n<p>First, the construction stages can be defined in Design member -> Construction stages. The Time of the phases, and prestress application can be set to the individual stage. New stages can be also added.</p>\n<figure data-asset-id=\"170c4b64-e738-42d6-95bf-8bb9bd02c605\" data-image-id=\"170c4b64-e738-42d6-95bf-8bb9bd02c605\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d7ce6d5-ccba-4c71-8de5-d57e13e5cba6/Action%20stages_03.png\" data-asset-id=\"170c4b64-e738-42d6-95bf-8bb9bd02c605\" data-image-id=\"170c4b64-e738-42d6-95bf-8bb9bd02c605\" alt=\"\"></figure>\n<p>Specifying the time for each load extreme defines at which times (construction stages) the design checks will be performed.</p>\n<figure data-asset-id=\"dedbcc07-3fcb-4f37-8904-d8b17cb5cfc2\" data-image-id=\"dedbcc07-3fcb-4f37-8904-d8b17cb5cfc2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b790018-67aa-4616-8697-38722ad6429b/Action%20stages_12.png\" data-asset-id=\"dedbcc07-3fcb-4f37-8904-d8b17cb5cfc2\" data-image-id=\"dedbcc07-3fcb-4f37-8904-d8b17cb5cfc2\" alt=\"\"></figure>\n<h2>Initial state</h2>\n<p>There are two possibilities for determination of the initial state in the action stages:</p>\n<ul>\n <li>Calculate</li>\n <li>User input / Import</li>\n</ul>\n<p>As it was written, the initial state is defined as the total effect of all dead loads (permanent load), creep, shrinkage, and prestress in characteristic values.</p>\n<p>Further explanation will be done just for the second stage 18250d.</p>\n<p>Read more about the Initial state for Composite cross-sections in <a data-item-id=\"d6f6fbca-f69a-4141-b9b9-5da07aa119a0\" href=\"\">Design of prestressed composite cross-section in RCS</a></p>\n<h3>Calculate</h3>\n<p>The increments of the permanent loads (summation of dead loads, creep, and shrinkage) have to be inputted into the table. Prestress effects are not inputed here, they are defined in the subsequent table and they are included automatically. Please notice that for the specific construction stage, <strong>only the increments</strong> are inputted in each row of the table.</p>\n<p>For our example, <em>N=0 kN</em> and <em>M = M</em><em><sub>dl</sub></em><em> = 222.8 kNm</em> are inputted for t=28d stage.</p>\n<figure data-asset-id=\"5c511fac-4889-4536-80e2-199690fb87d1\" data-image-id=\"5c511fac-4889-4536-80e2-199690fb87d1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7a806692-c389-446a-84af-d9ec6441f10e/Action%20stages_08.png\" data-asset-id=\"5c511fac-4889-4536-80e2-199690fb87d1\" data-image-id=\"5c511fac-4889-4536-80e2-199690fb87d1\" alt=\"\"></figure>\n<p>The drawback of this method is that the whole loading history of the cross-section has to be defined to obtain values for the last stage. </p>\n<h3>User input / Import</h3>\n<p>The summation of the <strong>dead loads, creep, shrinkage, and prestress</strong> have to be input into the table. </p>\n<p>For our example, <em>N=-495 kN</em> and <em>M = M</em><em><sub>dl</sub></em><em> + M</em><em><sub>p</sub></em><em> = 0 kNm</em> are inputted t=18250d stage. </p>\n<figure data-asset-id=\"d37b20a1-aebe-4dc6-b00e-0b968e241757\" data-image-id=\"d37b20a1-aebe-4dc6-b00e-0b968e241757\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1d509690-84ee-4c8d-a824-2bdc3e78e490/Action%20stages_04.png\" data-asset-id=\"d37b20a1-aebe-4dc6-b00e-0b968e241757\" data-image-id=\"d37b20a1-aebe-4dc6-b00e-0b968e241757\" alt=\"\"></figure>\n<p>Important thing is that these <strong>stages</strong> (each row of the table)<strong> are Independent in the User input / Import method</strong>. It means that all rows not have to be filled, or rows for stages that will not be checked can be omitted. In other words, even if the first row is not filled, the same results are obtained.</p>\n<h2>Prestressing</h2>\n<p>There are two types of prestressing input.</p>\n<ul>\n <li>Estimation of prestressing losses - Maximal stress is applied to the tendon and coefficients are inputted</li>\n</ul>\n<figure data-asset-id=\"c27f3331-1514-4130-9cba-7c9c5d5d0b47\" data-image-id=\"c27f3331-1514-4130-9cba-7c9c5d5d0b47\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61eaba44-5ad6-445a-ac4f-202642c7ec88/Action%20stages_06.png\" data-asset-id=\"c27f3331-1514-4130-9cba-7c9c5d5d0b47\" data-image-id=\"c27f3331-1514-4130-9cba-7c9c5d5d0b47\" alt=\"\"></figure>\n<ul>\n <li>Stress after long-term losses - the final stress read directly from the FEA model is inputted. </li>\n</ul>\n<figure data-asset-id=\"34eb1eef-e980-4cef-bdda-82c04a1ce340\" data-image-id=\"34eb1eef-e980-4cef-bdda-82c04a1ce340\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b5482301-cde2-4e8a-8718-c2aa021c8a56/Action%20stages_05.png\" data-asset-id=\"34eb1eef-e980-4cef-bdda-82c04a1ce340\" data-image-id=\"34eb1eef-e980-4cef-bdda-82c04a1ce340\" alt=\"\"></figure>\n<p>You can see that the final stress is the same in both ways.</p>\n<h2>Total effect of prestressing</h2>\n<p>The total effect of the prestressing table shows Primary internal forces calculated from geometry and stress in the tendon and secondary internal forces which have to be inputted manually.</p>\n<figure data-asset-id=\"66e9302c-9395-46ff-a476-058bf09e85f1\" data-image-id=\"66e9302c-9395-46ff-a476-058bf09e85f1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7e83dc2-3774-425c-ab0f-eb86b5ac1639/Action%20stages_07.png\" data-asset-id=\"66e9302c-9395-46ff-a476-058bf09e85f1\" data-image-id=\"66e9302c-9395-46ff-a476-058bf09e85f1\" alt=\"\"></figure>\n<h2>Internal forces</h2>\n<p>There is a possibility to load permanent internal forces from the action stages tab. Permanent internal forces can be filled manually, there is no difference.</p>\n<p>The automatic including of the <em>Υ</em><em><sub>Gj,sup</sub></em> can be used. But for a better explanation, the coefficient is set to 1.0. After clicking on All button the permanent forces will be filled.</p>\n<figure data-asset-id=\"421a5898-5899-43b6-99e5-7c41ed716519\" data-image-id=\"421a5898-5899-43b6-99e5-7c41ed716519\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/57ac890b-d006-4bb9-9605-ec02e2273cad/Action%20stages_09.png\" data-asset-id=\"421a5898-5899-43b6-99e5-7c41ed716519\" data-image-id=\"421a5898-5899-43b6-99e5-7c41ed716519\" alt=\"\"></figure>\n<p>You will obtain the same Internal force from the User input / Import method or from the Calculate method. Of course, the values have to be set like was shown.</p>\n<p>The last item is the live load. Simply fill in the values to the table.</p>\n<figure data-asset-id=\"5fe21f9c-460c-4ceb-8047-35ad6da69690\" data-image-id=\"5fe21f9c-460c-4ceb-8047-35ad6da69690\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/11c2be61-79cf-4d9d-b435-00ed2c3341e4/Action%20stages_10.png\" data-asset-id=\"5fe21f9c-460c-4ceb-8047-35ad6da69690\" data-image-id=\"5fe21f9c-460c-4ceb-8047-35ad6da69690\" alt=\"\"></figure>\n<h2>Results</h2>\n<p>The situation is explained in Response N-M-M type of results. The initials (orange) and the Increment (green) are turned on.</p>\n<p>The initial state, where the cross-section is only under the compression (<em>M</em><em><sub>dl</sub></em><em> + M</em><em><sub>p</sub></em><em> = 0 kNm</em>) can be seen. Increment from live load can be also seen. The Total type of results is a summation of Initials and Increments.</p>\n<figure data-asset-id=\"d4d77e88-3da1-4d5c-83b4-3237c58bf812\" data-image-id=\"d4d77e88-3da1-4d5c-83b4-3237c58bf812\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d16ad7aa-dfdd-4de2-9049-fca79572c7b1/Action%20stages_11.png\" data-asset-id=\"d4d77e88-3da1-4d5c-83b4-3237c58bf812\" data-image-id=\"d4d77e88-3da1-4d5c-83b4-3237c58bf812\" alt=\"\"></figure>\n<p>It can be seen in the attached file that the results are the same for Calculate and User input / Import methods.</p>"
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Versions of applications supported by IDEA StatiCa 20.1 (Concrete)
Licensing
Licensing improvements highlights:
- Possibility of the automatic sign out after you close IDEA StatiCa
- IDEA StatiCa launches 40 % faster
- Better error messages so you know what the problem with your license is
- New License dialog with "Forgotten password" button at hand