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Name: KBA - DIY - How to build Standard Steel Connection Workset in IDEA StatiCa
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href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Solution method and load-control algorithm for 3D CSFM</a><br>\n<a href=\"#presentation-of-3D-results\">Presentation of 3D results</a><br>\n<a href=\"#model-imported-from-idea-statica-connection\">Model imported from IDEA StatiCa Connection</a></p>\n<h2>Model verification</h2>\n<p><a href=\"#limit-states\">Limit states</a></p>\n<h3>Structural verifications according to EUROCODE</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-EN\">Material models in 3D CSFM (EN)</a><br>\n- <a href=\"#partial-safety-factors\">Partial safety factors</a><br>\n- <a href=\"#ultimate-limit-state-checks\">Ultimate limit state checks</a></p>\n<h3>Structural verifications according to ACI 318-19</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-ACI\">Material models in 3D CSFM (ACI)</a><br>\n- <a href=\"#strength-reduction-and-load-factors\">Strength reduction and load factors</a><br>\n- <a href=\"#strength-verifications\">Strength verifications</a></p>\n<h3>Structural verifications according to AS 3600</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-AUS\">Material models in 3D CSFM (AUS)</a><br>\n- <a href=\"#stress-and-strength-reduction-factors-and-load-factors\">Stress and strength reduction factors and load factors</a><br>\n- <a href=\"#strength-and-anchorage-verifications\">Strength and anchorage verifications</a></p>\n<p><br></p>\n<p><br></p>\n<h1>Introduction to the 3D CSFM method</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b03faaef_b4f1_010d_1fd1_edf6dd647e42\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___general_introdu\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2c23365_3b66_01a0_abd7_41cc7a5d855b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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data-codename=\"theoretical_background_3d_detail___model_imported_\"></object>\n<h1><br></h1>\n<h1>Model verification</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e1c9baa9_a314_01b1_37b2_cd6c61a9420e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___limit_states\"></object>\n<h1><br></h1>\n<h1>Structural verifications according to EUROCODE</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8deed79d_4187_01f2_fd60_037d562de304\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26ae82b5_da0f_01f0_1d69_69d7b1e282d4\"></object>\n<object 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In order for the 3D CSFM to meet the requirements from ACI 318-19 Section 6.8.1.2, a lot of verification testing was done at various universities. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9f39b9ca_50c0_015a_2c43_8759ed607707\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models_3d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1d1efe19_0968_013b_6544_5bd3d06f14aa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_reduct\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b9c02246_d04c_0146_3699_3c2b4bf9c86d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys\"></object>\n<p><br></p>\n<p><br></p>\n<h1>Structural verifications according to Australian standard AS 3600</h1>\n<p>The CSFM is a structural analysis method that satisfies the general rules in Chapters 6.1.1 and 6.1.2 and is defined as (f) non-linear stress analysis in Chapter 6.1.3 - further in Chapter 6.6. </p>\n<p>In order to satisfy the requirements in Sections 6.6.4 and 6.6.5 - more can be found in AS3600:2018 Sup 1:2022 Section C6.6 - verification and validations of the method were done. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<p>Since IDEA StatiCa Detail is a practical design program, factored characteristic compressive cylinder strength at 28 days <em>f'c</em> is used for calculations, as is described in the next chapter.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9420be53_2547_0180_5def_d6e20b5be7b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a6ca427_5a30_01fc_5334_3f6d024f40b9\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d__stress_reduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cd5aad70_8155_0111_d25f_c72e153f21e5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys_f37d2d9\"></object>\n<p><br></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>\n<h2>Verifications and validations</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<h3>References</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determination of Mohr–Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412–419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb—Rankine material model for concrete. <em>Eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853–887.</li>\n <li>Fan, Q.; Gu, S.C.; Wang, B.N.; Huang, R.B. Two Parameter Parabolic Mohr Strength Criterion Applied to Analyze The Results of the Brazilian Test. <em>Appl. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630–634.</li>\n</ol>"
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"value": "<p>Every industry faces its own challenges when it comes to base plate design. Let's take a look at the top five most common: </p>\n<ul>\n <ul>\n <li>Buildings - <a href=\"#cast-in-place-anchors\">Base plates with cast-in place anchors</a></li>\n <li>Telecommunications - <a href=\"#plates-with-grout-or-gaps\">Plates with grout or gaps</a></li>\n <li>Architectural details - <a href=\"#embedded-plates\">Embedded plates</a></li>\n <li>Retrofit projects - <a href=\"#plates-with-post-insatlled-adhesive-anchors\">Plates with post-installed anchors</a></li>\n <li>Large infrastructure projects - <a href=\"http://plates-on-edges-or-corners\">Plates on edges or corners of concrete blocks</a></li>\n </ul>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n638a4660_7250_01e0_4300_8b7de1f6a87a\"></object>\n<h2>1. Base Plates with Cast-in Place Anchors</h2>\n<p>Common in new construction, <strong>base plates with cast-in anchors</strong> rely on pre-positioned anchors that are poured together with the foundation. These are straightforward to install, but they require accurate <strong>checks for anchor tension, shear, and concrete breakout, as per ACI 318</strong>. These plates are typically used in commercial buildings, multi-story frames, warehouse columns, pipe racks, and equipment supports.</p>\n<figure data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8e92ce3-cd82-460b-9c03-27d966175e3c/Cast-in%20Place%20Anchors.png\" data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" alt=\"Concrete and cast-in place anchors\"></figure>\n<p><em>source: Smart Steel building</em></p>\n<p>In <a href=\"https://www.ideastatica.com/connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Connection</a>, you can model the column, plate, anchors, and concrete block as a unified system. The software evaluates anchor tension and shear, plate stresses, and force distribution under realistic loading. When reinforcement detailing or breakout geometry becomes critical, the model can be exported to <a href=\"https://www.ideastatica.com/support-center/full-functionalities-of-detail-3d\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>Detail 3D</strong></a>, where full <a data-item-id=\"31b902c9-4e85-44cf-a657-0bc288d40521\" href=\"\">anchor-reinforcement</a> interaction and concrete checks are performed.</p>\n<figure data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f90c2e-2a8d-422b-9c54-3c4f9d1c88cd/Connection%20app.png\" data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" alt=\"IDEA StatiCa Connection App and Detail 3D App\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26dcb6ea_0f94_0164_dd13_01f82190bda8\"></object>\n<h2>2. Plates with Grout or Gaps</h2>\n<p>Plates installed over grout or with gaps are commonly used to level and adjust column elevations. Even small gaps can alter bearing contact and load transfer, often increasing demands on anchors if contact is partial. These configurations are frequently found in lighting poles, traffic and highway signs, communication towers, and power transmission monopole projects.</p>\n<figure data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b2554004-d08b-4197-acf4-7536d4ae3a66/Base%20plates%20with%20gap.png\" data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" alt=\"Base plates with gap, steel and concrete\"></figure>\n<p>In <strong>Connection</strong>, the user can define a gap or mortar layer directly under the base plate. IDEA StatiCa automatically simulates the plate-to-concrete contact and adjusts anchor checks based on your desired parameters. </p>\n<figure data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aa025151-f01d-4d67-9455-c06bc4b25217/Stand%20off_00.png\" data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" alt=\"Stand off direct, mortar joint with nuts from top view\"></figure>\n<p>If the design fails under unreinforced concrete assumptions or in more complex situations, the connection can be modeled directly in <strong>Detail 3D</strong> to include reinforcement and advanced concrete behavior. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4eeccd92_5982_01f1_8b97_12d85373c75f\"></object>\n<h2>3. Embedded Plates</h2>\n<p>Embedded plates are used in both structural and architectural design, connecting steel framing to concrete structures, façade systems, elevator rails, stair stringers, and MEP (mechanical, electrical, and plumbing) supports. These connections transfer loads through welds or studs embedded in concrete and often include reinforcing bars tied into the structure.</p>\n<figure data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/872236db-7014-4d16-8e46-2aecb96166ee/download.jpg\" data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\" alt=\"embedded plates steel concrete\"></figure>\n<figure data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4c7ee73-b2c4-4483-a847-c01e93270e51/IMG_1641.webp\" data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\" alt=\"embedded plates in concrete\"></figure>\n<p>In IDEA StatiCa<strong> Connection</strong>, embed plates can be modeled with welded steel elements and anchors fully integrated into the concrete block. The load transfer between steel and concrete is simulated automatically, capturing both plate stresses and anchor load distribution. </p>\n<p>When the plate is tied to reinforcement or complex load paths exist within the concrete, exporting to <strong>Detail 3D</strong> enables full-depth modeling of the embedment, reinforcement anchorage, and surrounding concrete stress fields.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6aaa3251_4bc6_01e1_1393_b5db76c9a237\"></object>\n<h2>4. Plates with Post-Installed Adhesive Anchors</h2>\n<p>Base plates using adhesive anchors are frequently applied when connecting to existing foundations. They are especially used during retrofits, platform upgrades, equipment installations, industrial modification projects, and RFI's. These require careful consideration of bond strength, spacing, and edge distances to ensure safe load transfer.</p>\n<p>In <strong>Connection</strong>, users can assign <a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">post-installed anchors </a>during the installation process. While the bond strength itself is not evaluated within Connection, all other anchor checks are performed.</p>\n<figure data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6eaa290f-ce8e-45d7-8118-c916fbfff829/adhesive%20cover%20image%202.png\" data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" alt=\"Adhesive anchors\"></figure>\n<p>In <strong>Detail 3D</strong>, engineers can define the adhesive bond strength and add reinforcement in the concrete block to perform a complete analysis check, including bond failure and concrete cone check. This functionality is fully supported in the Connection–Detail 3D integration, allowing engineers to design adhesive anchor plates efficiently and accurately.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd909f7d_1ac9_01ab_3a6f_de3b5a0f9587\"></object>\n<h2>5. Plates on Edges or Corners of Concrete Blocks</h2>\n<p>Designing plates positioned along concrete edges or corners can be a challenging task. Uneven load transfer and stress concentrations near edges often lead to conservative designs or the need for custom reinforcement layouts. Common applications include Infrastructure projects, column bases near edges or openings, and mechanical equipment.</p>\n<p>In IDEA StatiCa<strong> </strong>Connection, engineers can model these <a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">multi-surface plates</a> and define the geometry of the concrete block, including edge distances and plate orientation.</p>\n<figure data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26ff29d2-8d72-4f45-abcb-f3ab77a1a15e/multiple%20base%20plates%20analysis.PNG\" data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" alt=\"Multiple base plates analysis\"></figure>\n<p>For detailed reinforcement and multi-plane concrete stress analysis, the model can be exported to <strong>Detail 3D</strong>, which provides a complete 3D representation of both concrete faces, ensuring accurate simulation of combined bearing and breakout effects.</p>\n<h2>Summary of Base Plate Design Capabilities in IDEA StatiCa</h2>\n<p>The table below provides an overview of all the base plate configurations currently supported in <strong>IDEA StatiCa</strong>, ranging from modeling in <strong>Connection</strong> or <strong>Detail 3D </strong>only to full <strong>Connection–Detail 3D integration</strong>. This table serves as a quick reference for understanding which tool or combination of tools best suits each type of connection and the level of analysis currently possible. Keep an eye on this table as IDEA StatiCa continues to expand its capabilities!</p>\n<figure data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/863241ee-8aee-4c63-aef3-ce1d8ccbda39/table.png\" data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" alt=\"Summary of IDEA StatiCa capabilities\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b51aedea_ce8a_013d_2420_4edae215beed\"></object>"
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"value": "<h2>Anchor type selection for better understandability</h2>\n<p>When defining the anchor configurations, there is now a <strong>two-step anchor selection process</strong> in IDEA StatiCa Connection, designed to improve clarity, consistency, and user control. The new workflow separates the <strong>installation process</strong> from the <strong>anchor type</strong>, making it easier for designers to select the correct anchoring method and ensuring a unified experience between the Connection and Detail applications.</p>\n<p>Anchor definition now follows a two-step logic:</p>\n<ol>\n <li><strong>Installation process selection</strong> – first define whether the anchor is <em>Post-installed</em> or <em>Cast-in-place</em></li>\n <li><strong>Anchor type selection</strong> – based on the installation process, relevant anchor types become available:\n <ul>\n <li><em>Post-installed</em>: Threaded rod, <a href=\"#25-1-general-anchors\">General anchor</a></li>\n <li><em>Cast-in place</em>: Washer plate (Rectangular or Circular), Hooked anchor, <a href=\"#25-1-cast-in-plates\">Headed stud</a>, <a href=\"#25-1-cast-in-plates\">Reinforcement</a></li>\n </ul>\n </li>\n</ol>\n<figure data-asset-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" data-image-id=\"36de9b66-79c6-4526-b257-6c5a40605425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8ef83f7b-6a45-4031-bf5a-8bc3d21d4779/Anchor-types%201.png\" data-asset-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" data-image-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" alt=\"anchor types\"></figure>\n<p>The feature is implemented in all operations supporting anchor definition, including <strong>Base Plate </strong>and <strong>Fastener Grid or</strong> <strong>Contact</strong> operations.</p>\n<p><em>Released in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa version 25.1</em></a><em>.</em></p>\n<h2>Embed plates </h2>\n<p>IDEA StatiCa Connection introduces comprehensive support for <strong>embed plates anchored with headed studs and reinforcement</strong> in IDEA StatiCa Connection. This enhancement allows designers to perform anchorage checks directly in the application without relying on external tools. The implementation follows the provisions of <strong>ACI 318-25</strong>, enabling verification of both tension and shear resistance for cast-in connections.</p>\n<h3>Headed studs</h3>\n<p>A device type for <strong>headed studs</strong> can be found under the <em>Design</em> tab. The shear force transfer is limited to the <em>Anchors</em> option, with <em>Direct</em> stand-off only. Supported materials include <strong>ASTM A108 Types A & B</strong>, ensuring compatibility with standard construction practice. Headed studs are defined by diameter, material, head diameter, and embedment depth, with visualization indicating the plate embedded in concrete.</p>\n<figure data-asset-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" data-image-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0e06aa35-44d9-4abc-89fa-b87f8a4ba330/headed%20stud.jpg\" data-asset-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" data-image-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" alt=\"headed stud cast in plate\"></figure>\n<p>Implemented design checks follow <strong>ACI 318-25 </strong> and cover the following:</p>\n<ul>\n <li>Tension\n <ul>\n <li>Anchor tensile resistance: ACI 318-25 - 17.6.1</li>\n <li>Concrete breakout resistance of anchor in tension: ACI 318-25 - 17.6.2</li>\n <li>Concrete pullout resistance: ACI 318-25 - 17.6.3</li>\n <li>Concrete sideface blowout resistance: ACI 318-25 - 17.6.4</li>\n </ul>\n </li>\n <li>Shear\n <ul>\n <li>Shear resistance ACI 318-25 – 17.7.1</li>\n <li>Concrete pryout resistance: ACI 318-25 – 17.7.3</li>\n <li>Interaction of tensile and shear forces in concrete: ACI 318-25 – 17.8.3</li>\n <li>Interaction of tensile and shear forces in steel: ACI 318-25 – 17.8.4</li>\n </ul>\n </li>\n</ul>\n<h3>Reinforcement</h3>\n<p>An option for <strong>reinforcement anchorage</strong> is also introduced in the <em>Design</em> tab. Again, the shear force transfer is limited to the <em>Anchors</em> option, with <em>Direct</em> stand-off only. </p>\n<p>The only available shape is the L-bar, using materials already implemented in the concrete apps (ACI 318). Reinforcement properties include diameter, material, embedment depth, and hook length.</p>\n<figure data-asset-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" data-image-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/525d7d46-16d1-4a38-a828-a29d7748591b/Cast-in%20plates%203.png\" data-asset-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" data-image-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" alt=\"cast in plates anchoring design\"></figure>\n<p>Design checks follow <strong>ACI 318-25</strong>, covering</p>\n<ul>\n <li>Tension\n <ul>\n <li>Anchor tensile resistance: ACI 318-25 – 20.2.2</li>\n <li>Concrete breakout resistance of anchor in tension: ACI 318-25 – 17.6.2</li>\n <li>Concrete pullout resistance: ACI 318-25 – 25.4.3</li>\n </ul>\n </li>\n <li>Shear\n <ul>\n <li>Shear resistance: ACI 318-25 – 20.2.2</li>\n <li>Concrete pryout resistance: ACI 318-25 – 17.7.3</li>\n <li>Interaction of tensile and shear forces in concrete: ACI 318-25 – 17.8.3</li>\n <li>Interaction of tensile and shear forces in steel: ACI 318-25 – 17.8.4</li>\n </ul>\n </li>\n</ul>\n<p><strong>Limitations</strong>: It is not possible to define different directions of specific rebars. The group of rebars, together with the cast-in plate, can only be rotated as a whole using the rotation parameter of the base plate.</p>\n<h3>Combining headed studs and reinforcement </h3>\n<p>In case of higher load, the <strong>headed studs and reinforcement can be combined</strong>. This is practically modeled using the <em>Fastener Grid</em> or <em>Contact</em> operation.</p>\n<figure data-asset-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" data-image-id=\"24810a51-77d3-4737-a406-c1b20d4af998\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9deaeabc-67b2-4dfc-938b-9e13c543904f/combined%20anchors.jpg\" data-asset-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" data-image-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" alt=\"combined anchors cast in plates design\"></figure>\n<p>The redistribution of tension and shear is among all anchors based on their stiffness. The users can‘t change the force distribution (SCI 416).</p>\n<p>The checks are evaluated in line with <strong>CEB-FIP Bulletin 58</strong>, marking anchors as failed, even below 100% utilization. The other steel component checks remain available (except anchoring). 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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8c4e3afa_7abc_015a_67d5_f2fee4434523\"></object>\n<p>Next to the <a href=\"https://preview.ideastatica.com/idea-statica-25-1-release-highlights\">highlights in version 25.1</a>, read the full list of the new functionality: </p>\n<h2>Concrete Design</h2>\n<p><strong>Detail</strong></p>\n<p>3D analysis</p>\n<ul>\n <li><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Anchor types (headed studs, washer plates, smooth rebars)</a></li>\n <li><a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Update of Cast-in plates</a></li>\n <li><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Anchoring plates options</a></li>\n <li><a href=\"https://ideastatica.com/support-center/modeling-options-negative-volume-cutting-plane-and-cut-related-to-center-point#25-1-referenced-to-the-center\">Anchors tied to the base plate and referenced to the center</a></li>\n <li><a href=\"https://ideastatica.com/support-center/loading-and-combinations#the-stub\">Stub of steel member for load transfer</a></li>\n <li><a href=\"https://ideastatica.com/support-center/australian-code-for-detail#anchoring-australian-code\">Australian code for anchoring</a></li>\n</ul>\n<p>2D analysis</p>\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Unbonded tendons</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Smooth rebars</a></li>\n <li><a href=\"https://ideastatica.com/support-center/australian-code-for-detail#prestressing-australian-code\">Australian code for prestressing</a></li>\n</ul>\n<p>Common improvements</p>\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Advanced result representation</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" href=\"\">UK concrete grades</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/lateral-torsional-buckling-for-prefabricated-beams#rn25-1-ltb-results\">LTB results included in Beam</a> and <a href=\"https://ideastatica.com/support-center/lateral-torsional-buckling-for-prefabricated-beams#rn25-1-rotational-stiffness\">torsional stiffness definition</a></li>\n</ul>\n<h2>Steel Design</h2>\n<p>Enhancements in the anchoring design</p>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-anchor-types\">Anchor type selection for better understandability</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-cast-in-plates\">Cast-in plates (Eurocode)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-more-base-plates-one-block\">Anchoring on different planes</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-anchors-on-edges\">Two base-plates (operations) in one block</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-general-anchors\">General anchor database</a></li>\n </ul>\n</ul>\n<h3>Improvements in the design templates</h3>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/combination-of-a-parametric-template-and-unrelated-operations#25-1-more-templates\">Multiple templates applicable to one model</a></li>\n <li><a href=\"https://ideastatica.com/support-center/parametric-templates-in-connection-library#25-1-predefined-set\">Improvements of the predefined set</a></li>\n <li><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Bulk import of templates to Connection Library</a></li>\n </ul>\n</ul>\n<p>Customization of your projects</p>\n<ul>\n <ul>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-create-and-export-a-report-to-ms-word-pdf-or-dxf-files#25-1-Report-settings\">Saving the report defaults for every Connection project</a></li>\n <li><a href=\"https://ideastatica.com/support-center/saving-of-user-defined-cross-sections-to-mprl#MPRL-25-1\">Saving the general cross-section into MPRL</a></li>\n </ul>\n</ul>\n<p>Regional improvements</p>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-WTsections\">WT sections added to the library (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-ACI318-25\">Implementation of ACI 318-25 (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-anchorage-IS\">Anchorage checks in the Indian Standard (IS)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-new-languages\">New languages - Bulgarian, Croatian, Ukrainian, Traditional Chinese</a></li>\n </ul>\n</ul>\n<p>Accuracy of the results, safety of the project</p>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Update of the FEM mesh for CHS members</a></li>\n <li><a href=\"https://ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Stepped analysis in Member</a></li>\n <li><a href=\"https://ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Buckling calculation of models with pins</a></li>\n <li><a href=\"https://ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Large deformation warning</a></li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<h3>Checkbot workflows</h3>\n<ul>\n <li><a href=\"http://ideastatica.com/support-center/checkbot-bulk-bim-workflows#alignment-of-members-by-cross-section\">Alignment of members by cross-section</a></li>\n <li><a href=\"http://ideastatica.com/support-center/checkbot-bulk-bim-workflows#calculate-buckling-analysis-for-all-connections\">Calculate buckling analysis for all connections</a></li>\n <li><a href=\"http://ideastatica.com/support-center/bulk-workflows-and-critical-load-filter-in-checkbot#bulk-calculation-progress-bar-and-cancel\">Bulk calculation progress bar and cancel</a></li>\n <li><a href=\"http://ideastatica.com/support-center/bulk-workflows-and-critical-load-filter-in-checkbot#bulk-report-for-all-connections-in-the-Checkbot-project\">Bulk report for all connections in the Checkbot project</a></li>\n</ul>\n<h3>BIM links</h3>\n<ul>\n <li><a data-item-id=\"b3d3da84-9c37-4296-8df1-643f1f87dacd\" href=\"\">ETABS and SAP2000 BIM link to Detail</a></li>\n <li><a href=\"http://ideastatica.com/support-center/api-developer-documentation-website#connection-api-functions-update\">Connection API functions update</a></li>\n <li><a data-item-id=\"eafb9bb3-40dd-4541-a819-c970430ce001\" href=\"\">Supported BIM links in version 25.1</a></li>\n</ul>\n<h2>Cloud tools and general improvements</h2>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/connection-library-the-largest-database-of-downloadable-steel-connections#Bookmarks-in-CL\">Bookmarks for Connection Library</a></li>\n <li><a href=\"https://ideastatica.com/support-center/direct-link-from-connection-to-viewer#Link-shared-via-email\">Connection project shared via email</a></li>\n <li><a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\">Extended tooltips in apps help with clarity</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n873ce755_cf5f_0121_a49d_be4731d08cba\"></object>"
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{
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{
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{
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{
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{
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{
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{
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{
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{
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},
{
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},
{
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},
{
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},
{
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{
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},
{
"codename": "rn_23_0__improvements_for_aci_318_19_in_detail",
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},
{
"codename": "rn_23_0__imperial_rounding_improvements_in_detail",
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{
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{
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},
{
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},
{
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},
{
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"urlSlug": "gmnia-solver-extended-to-shear-and-torsion-effects",
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{
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{
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"urlSlug": "loads-in-equilibrium-by-default",
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{
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{
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},
{
"codename": "rn22_0__update_of_eccentricity_definition_of_norma",
"linkId": "293fcced-8994-4a81-a805-88267657c66a",
"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_0",
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"urlSlug": "release-notes-idea-statica-22-0",
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{
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"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
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{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
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{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
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"urlSlug": "slip-resistance-check-update-according-to-sp-16",
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{
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"urlSlug": "company-sets-selection-in-the-connection-browser",
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{
"codename": "release_notes_idea_statica_21_1",
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{
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{
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{
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{
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{
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{
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{
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{
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{
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{
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{
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],
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"value": "<h2>Version compatibility</h2>\n<p>IDEA StatiCa software version (e.g., 22.1.3.0789) is described by a number represented by the major version (22), minor version (.1), patch number (.3), and build number (.0789).</p>\n<p>Every major and minor version of IDEA StatiCa applications changes project data and makes it impossible to use in the previous versions. This means if you create or save a project in version 22.1, you can not open it in 22.0.</p>\n<p>However, patches within the same version are compatible, so if you create or save a project in patch 22.1.3, you can still open it in patch 22.1.0.</p>\n<p>The cloud services, such as the <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, always generate project files in the latest IDEA StatiCa version and patch released.</p>\n<h2>Opening an old project in a newer version</h2>\n<p>Models designed in older versions of IDEA StatiCa may show differences when you upgrade to the newest version. When upgrading to a newer version of the program, you may encounter some differences associated with opening models created in older versions. </p>\n<p>To get updated, please read the <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">release notes</a> for every major and minor version released, together with patch updates and <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lists of resolved bugs</a>.</p>\n<p>Below is a list of the most important changes for each new version of the program that may lead to some changes in results:</p>\n<h3>Changes in version 25.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Update of the FEM mesh for CHS members</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Stepped analysis in Member</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Buckling calculation of models with pins</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Large deformation warning</a></li>\n</ul>\n<p>CONCRETE</p>\n<p>There were several essential improvements to the underlying analysis model. The anchor mesh has been refined, the bond stiffness has been recalibrated, and the whole system of constraints between anchors and concrete block has been enhanced to better reflect real load-slip behavior. In addition, the contact interaction representing the bearing of anchors against concrete under shear loading has been tuned based on internal research, various studies, and code guidance. Altogether, these refinements improve the realism of the load transfer mechanism, which means that the results may differ from previous versions — typically being more realistic and less conservative, while remaining safe.</p>\n<p>Read the <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">highlights</a> and the <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">full list of improvements</a> in Release notes IDEA StatiCa 25.1.</p>\n<h3>Changes in version 25.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrically nonlinear analysis</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Weld spreading area</a></li>\n</ul>\n<p>Read the <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">highlights</a> and the <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">full list of improvements</a> in the Release notes IDEA StatiCa 25.0.</p>\n<h3>Changes in version 24.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatic code selection for anchoring check</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing around bolt and pin holes improved</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is out of BETA</a> and verified for anchoring</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Shear transfer</a> through anchors, shear lugs, and friction</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Lateral Torsional Buckling</a> (Eurocode only)</li>\n</ul>\n<p>Read the <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">highlights</a> and the <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">full list of improvements</a> in the Release notes IDEA StatiCa 24.1.</p>\n<h3>Changes in version 24.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Out of surface load warning in Member</a> (patch 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Extend the member using the cut operation</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Accurate calculation of the shear resistance of slabs</a> (patch 23.1.2)</li>\n</ul>\n<p>BIM and CLOUD SERVICES</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free structural design hub for all supported FEA and CAD</a>, and termination of the free Viewer plugins</li>\n</ul>\n<p>Read the <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">highlights</a> and the <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">full list of improvements</a> in the Release notes IDEA StatiCa 24.0.</p>\n<h3>Changes in version 23.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Welds – autodesign, input, warnings, visualization</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Shear force position input and visualization</a> (since patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Yield strength reduction for high-strength steel hollow sections</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Warning for welds and bolts connecting the same plates</a> (since patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Filler plate (packing plate) recognition</a> (since patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailing improvements for bolts and welds in Eurocode</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitations to checks of anchors</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Detailed calculation of connection design material values displayed in the plates' result table</a></li>\n <li>AISC steel and bolt grade materials for AISC360-22 (since patch 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singularity detection in Member</a> (since patch 23.0.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Interaction code-check advancements in RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Release notes IDEA StatiCa 23.1</a>.</p>\n<h3>Changes in version 23.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Qualification checks of seismic prequalified connections for AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update of ANSI/AISC 360-22, CSA S16:19 standards, and Taiwain sections</a> </li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Anchors with stand-off</a> (since patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode updates to thin-walled members and anchors</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailing improvements for bolts and welds in Eurocode</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitations to checks of anchors</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Edge indexing in Member and Connection models</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Load Extreme Selection</a> (since patch 22.1.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Limited stress check feature in Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementation of long-term losses in Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Improvements for ACI 318-19 in Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Imperial rounding improvements in Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalent time for deflection in Beam</a> (since patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Triangular mesh in concrete Member</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Interaction code-check improvements in RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Release notes IDEA StatiCa 23.0</a>.</p>\n<h3>Changes in version 22.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Angle to the grain of the steel-to-timber connections</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver extended to shear and torsion effects</a></li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Release notes IDEA StatiCa 22.1</a>.</p>\n<h3>Changes in version 22.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Loads in equilibrium by default</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Fatigue analysis - how the results are displayed</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Through bolts for hollow sections warning</a></li>\n <li>Connection Lite update</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Release notes IDEA StatiCa 22.0</a>.</p>\n<h3>Changes in version 21.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Bearing type options for bolts in version 21.1 and onwards</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Slip resistance check update according to SP 16</a></li>\n</ul>\n<p>For users of <strong>Template Manager</strong>, use version 21.1 to <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">transfer your designs into the new Connection Library</a>.</p>\n<p>Read the full list of improvements in <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Release notes IDEA StatiCa 21.1</a>.</p>\n<h3>Changes in version 21.0</h3>\n<p>The biggest change since version 21.0 is in the analytical model of members in Connection, please read the <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Updated CBFEM solver</a> article, and the <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Condensed superelements - invisible but essential</a> blog post. The impact of the changes is also described in <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Analysis model improvements in IDEA StatiCa version 21.0</a> article.</p>\n<p>Read the full list of improvements in <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Release notes IDEA StatiCa 21.0</a>.</p>\n<h3>Changes in version 20.1</h3>\n<p>Here, we point out articles describing the main differences between the older and newer version.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Improved model of contacts</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Butt welds upgraded model</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Bolt bearing distances for Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Connecting plate eccentricity</a></li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes IDEA StatiCa Steel 20.1</a> and <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Release notes IDEA StatiCa Concrete 20.1</a>.</p>\n<h3>Changes in version 20</h3>\n<p><strong>Cleat manufacturing operation refactoring</strong></p>\n<p>In the previous version Cleat manufacturing operation sometimes made L cross-section legs swapped, mostly while the members were rotated along the longitudinal axis. From now on, the L sections are positioned correctly, and the legs orientation is kept the same while introducing rotation to the member. The new mechanism behind is based on the new member positioning (by its LCS coordinates - rather then it's Rotations).</p>\n<p><strong>Local coordinate systems of the members in FEA/CAD applications</strong></p>\n<p>All member entities in FEA/CAD applications are created in a way that their definition axis has the start and the end. These two points are taken as a vector to define the local coordinate system of the member. In each FEA/CAD application project are these data information stored and can be used during the import. We took advantage of that, and it helps to improve the correctness of our BIM link geometry import. On the other hand, it changes the rules of the game, and the user must pay attention to the way how the model is created in FEA/CAD because it has an impact on the CBFEM Connection model also. We recommend to pay attention while importing from FEA/CAD projects into the version 20, the local coordinate system of the members may change the model to and difference compared to the model imported into the previous versions is eminent. </p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Compatibility of versions\"></figure>\n<p><strong>Member application projects compatibility</strong></p>\n<p>IDEA StatiCa Member application passes through agile development, especially the data storage architecture and the guided user interface. Based on this it's obvious that the projects created in the older versions may not be correctly opened in version 20 or the application may fail to open them. Please be aware of that and excuse IDEA StatiCa for inconvenience. </p>\n<p>Read the full list of improvements in <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Release notes IDEA StatiCa Steel 20.0</a> and <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Release notes IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Changes in version 10.1 and older</h3>\n<p>One of the reasons behind the new GUI is that a lot of engineers were saying: „IDEA StatiCa Connection needs to be more error-proof”. These “errors” are usually related to:</p>\n<ul>\n <li>Setting the correct <strong>length of members</strong> – in cases of extremely short or long members, this can hugely influence the results. Since version 9, IDEA StatiCa Connection automatically sets an appropriate length of all members.</li>\n <li><strong>Welds </strong>– stress plastic redistribution is by far the most accurate design method for welds and was introduced in version 7.1. During version 8 – and as a transition period - it was the default method, coexisting with the other evaluation methods. Since version 9, this method is the only option available and the other evaluation methods have been removed, to avoid confusion among the users, as we have seen through our helpdesk. This ensures that all welds in the project are safely designed and complying with the code.</li>\n</ul>\n<p>We have implemented several <strong>control mechanisms</strong> for IDEA StatiCa Connection since version 9.0 – automatic-check when the connection is modeled in a recommend way (singularity check, member lengths, their offsets, …). If the connection is not modeled properly, the calculation is interrupted or an error message is displayed. Please be aware that because of all of these improvements, opening projects from previous versions can lead to a different model geometry that may need some further editing.</p>\n<p>We have also improved <strong>meshing </strong>of hollow sections members – IDEA StatiCa Connection since version 9.0 generates finer meshing on hollow section members which might lead to slightly different results compared to older versions.</p>\n<p>We display the compatibility warning on each opening of a project from the older versions:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Compatibility of versions\"></figure>"
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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<p>Next to the <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">highlights in version 24.1</a>, read the full list of the new functionality:</p>\n<h2>Concrete Design</h2>\n<p><strong>Detail 3D (Eurocode only)</strong></p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is out of BETA</a> and verified for anchoring</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Shear transfer</a> through anchors, shear lugs, and friction</li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Full Connection export with new entities</a></li>\n <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Results interpretation improvement</a> – Sections, Stress check</li>\n <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Work plane grids</a> for designing new entities</li>\n <li>Fine mesh around anchors and app stability</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">New templates</a> (Eurocode only)</li>\n <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Improved SLS combinations</a> (Eurocode only)</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Stiffness for point supports</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Lateral Torsional Buckling</a> (Eurocode only)</li>\n</ul>\n<h2>Steel Design</h2>\n<ul>\n <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Measuring tool in Connection</a></li>\n <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Project item and material management</a></li>\n <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Multiselect and multiedit in Connection</a></li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Fast app response with quick cancel of calculations</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/project-item-and-material-management#buckling-in-every-project\">Buckling calculations in the backstage menu</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Theoretical-background-in-Report-updated\">Theoretical Background in the report</a> in Italian and Portuguese</li>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-import-a-plate-from-dxf#Smooth-import-of-plate-shape-from-dxf\">Smooth import of plate shape from DXF</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\">Enhanced parametric design templates</a></li>\n <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regional improvements</a></li>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatic code selection for anchoring check</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing around bolt and pin holes</a></li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<ul>\n <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Multi-management and grouping tools in Checkbot</a></li>\n <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parameters made useful for everyone</a></li>\n <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">HILTI PROFIS plugin in Checkbot</a></li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">60% faster FEA imports to Checkbot</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\">IFC export from Checkbot</a></li>\n <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Advanced import of connectors from CAD tools</a></li>\n <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Supported BIM links in version 24.1</a></li>\n</ul>\n<h2>Usability and Licensing</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Project settings</a></li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Shared preferences across the whole tool range</a></li>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Single Sign-on for public use</a></li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Closing the gap between Viewer and Connection</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\">License usage reports in the User Portal</a></li>\n</ul>\n<h2>Full release 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"value": "<h2>Version 24.0 highlights</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n71180d74_9ffb_01b9_ff7c_9029ec3daf3c\"></object>\n<h2>Steel Connection Design</h2>\n<ul>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametric templates</strong></a> reduce clicks for standard connections by up to 80%. </li>\n <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Sketches</strong></a><strong> </strong>now contain<strong> </strong>all necessary data for detailers (editable, readable). </li>\n <li><strong>Connection Library</strong> database increased from 400k to 700k, with new filters (AISC/EN,…). </li>\n <li>One-click <a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Weld Sizing</strong></a><strong> </strong>to full capacity of all welds in the connection. </li>\n <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Auto-Design of Bolts</strong></a> for shear connections.</li>\n <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> for AISC</li>\n <li>Eurocode only: Modeling <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>Pins</strong></a>,<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>Welds optimization</strong></a><strong> </strong>using machine learning. </li>\n <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Hooked anchors/L-bolts in AISC</strong></a> (<strong>Anchoring update</strong> for Australian/Indian codes).</li>\n <li>A set of <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>features and improvements</strong></a> for the comfort of everyday modeling routines.</li>\n <li>You can<strong> </strong><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>change the language of the Report</strong></a><strong> </strong>without affecting the language of the application.</li>\n</ul>\n<h2>Concrete Detail Design</h2>\n<ul>\n <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Footings</strong></a><strong> and </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>Walls</strong></a> using 3D model type in IDEA StatiCa Detail. You can structurally design footings and walls loaded out of the plane and see their real behavior. 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"value": "<p>In Detail, you can find <strong>cast-in plates</strong> with fasteners/reinforcement of several types commonly used in construction for securing beams, columns, or façade elements. Cast-in plates ensure strong and reliable load transfer between steel and concrete structures.</p>\n<h2>Cast-in plates in Detail</h2>\n<p>Cast-in plates are available as a <strong>Load Transfer Device</strong> in the model entity selection. The <strong>plate’s geometry and position</strong> can be defined in a single property grid, while an additional table allows users to add and combine multiple <strong>groups of fasteners</strong>. Fasteners can be defined directly for each specific plate. Users are able to add <strong>an unlimited number</strong> of fasteners and even combine multiple types within a single plate.</p>\n<figure data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png\" data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" alt=\"\"></figure>\n<h2>Reinforcement types</h2>\n<p>The Cast-in plate<strong> </strong>allows for <strong>welded reinforcement</strong> in three shapes: <strong>Straight, L-shape, and U-shape</strong>. </p>\n<figure data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png\" data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" alt=\"\"></figure>\n<ul>\n <li><strong>Straight:</strong> Anchors can be arranged in rows and positions following a predefined key (similar to bolt placement in Connections). Users can define material, length, and diameter, as well as specify an anchorage type.</li>\n</ul>\n<figure data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3f2b9a03-0d51-40d9-b4ed-0ad29a9d70e7/Cast-in_03.png\" data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" alt=\"\"></figure>\n<ul>\n <li><strong>L-shape:</strong> Defined as two rows of anchors with adjustable spacing and row distance, with the option to specify anchorage type.</li>\n</ul>\n<figure data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/19fd529b-37a2-41bc-9e67-6b57545d84b3/Cast-in_04.png\" data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" alt=\"\"></figure>\n<ul>\n <li><strong>U-shape:</strong> A continuous series of reinforcements forming a U-shape, connected on both sides.</li>\n</ul>\n<figure data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be27a2e9-4d96-4e7f-a8d4-8454237625a0/Cast-in_05.png\" data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" alt=\"\"></figure>\n<p><em>Released in </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa version 25.0</em></a><em>.</em></p>\n<p><br></p>\n<h2>Headed stud</h2>\n<p>The headed stud transfers load to the concrete exclusively through compression contact. The head is modeled as a plate-shell element directly attached to the anchor shank with fully customizable dimensions. The plate itself is modeled linearly, without plasticity, and is not subjected to resistance checks. Since the shank has <strong>zero bond strength</strong>, the entire load is transferred to the concrete through the head.</p>\n<p>This element is assigned corresponding material grades according to ISO 13918 available in the MPRL. </p>\n<figure data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e650312b-b71a-4bae-ac5e-e49a49b35b49/Cast-in_02.1.png\" data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" alt=\"\"></figure>\n<h2>Model Behavior</h2>\n<p>Anchors are treated as elements resisting both <strong>shear and tension</strong>, as they are welded to the plate. 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"value": "<p><em>This article is a part of a series \"Connection Design RFIs.\" <br>\n</em><a href=\"https://www.ideastatica.com/blog?label=connection_design_rfis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Read all articles in the series</em></a><em>.</em></p>\n<h2>When the clash undermines the design</h2>\n<p>I suppose remembering a situation where your design had to face reality on a construction site wouldn't give you much trouble, right? </p>\n<p>Sometimes, structural members need to accommodate unexpected elements such as: </p>\n<ul>\n <li>Utility pipes or ductwork,</li>\n <li>Other structural or non-structural elements clash interference </li>\n <li>Height adjustments - notches on the beams</li>\n <li>See some examples of interference in steel structure construction presented in <a href=\"https://www.aisc.org/education/continuingeducation/education-archives/Field-Fixes-and-Solutions/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">this AISC session</a>. </li>\n</ul>\n<figure data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0fa87c83-baf6-42e6-b19c-e9067c243fcf/2024-10-30_19-54-49.PNG\" data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" alt=\"On-site member structural element interference\"></figure>\n<p>Engineers are often tasked with making adjustments that were not part of the original design. These <strong>on-site interferences</strong> can arise late in the construction process, requiring fast decisions to maintain both project timelines and structural integrity.</p>\n<p>AISC emphasizes planning for member openings during the design phase to avoid compromising structural performance. When unexpected interferences arise, engineers often modify the structural members or add reinforcements to maintain load-bearing capacity. <strong>These changes, while effective, can disrupt load distribution and complicate the design.</strong> Each modification requires recalculations and verification to ensure the structure still meets its design criteria, potentially delaying the project.</p>\n<p>Standard industry practices usually involve reinforcing or reconfiguring the affected members to maintain strength and stability. This often means adding stiffeners or reinforcing plates around the opening to prevent failure due to weakened sections. However, standard calculations alone may not suffice. While Mathcad and Excel templates support routine checks, <strong>complex modifications require extensive formula reconfiguration, leading to delays and potential errors.</strong> In critical cases, a deeper analysis is essential to evaluate overall structural performance accurately.</p>\n<p><strong>IDEA StatiCa simplifies this process by allowing engineers to quickly model and test various modifications to members with openings. </strong>The software supports advanced analyses, such as stiffness and buckling analysis, ensuring that any modifications maintain the required capacity and meet design codes.</p>\n<h2>Why use IDEA StatiCa</h2>\n<ul>\n <li><strong>Instant modifications</strong>: Quickly model changes like member openings, visualizing the impact on structural behavior in real-time.</li>\n</ul>\n<figure data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b314c51e-505b-4d5e-a8bc-48b8f52b861f/Gif%20modified.gif\" data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" alt=\"Delete bolts from editor and add more openings\"></figure>\n<ul>\n <li><strong>Advanced analysis</strong>: Beyond just traditional checks, IDEA StatiCa offers advanced tools like stiffness and buckling analysis to verify that the modifications uphold the structure's integrity.</li>\n</ul>\n<figure data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/711ec528-c272-407a-ae80-5651f3193f0b/2024-10-30_20-05-15.PNG\" data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" alt=\"Buckling analysis for gusset plates\"></figure>\n<ul>\n <li><strong>Time-Saving Solutions</strong>: Reduce manual recalculations by simulating multiple design options in minutes, making decisions faster and minimizing delays.</li>\n <li><strong>Seamless Code Compliance</strong>: Automatically validate that your modified connections meet design standards without extra time-consuming calculations.</li>\n</ul>\n<figure data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7506df5-03ca-47e4-961c-6ef4a0ae4683/2024-10-30_20-23-38.PNG\" data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" alt=\"Bolt AISC Code checks\"></figure>\n<h2>How to do it?</h2>\n<p>Watch the video showing how to redesign a connection by removing bolts in less then 2 minutes. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n717c32f2_07c4_011d_877c_83bebfc82ff1\"></object>\n<h2>Summary</h2>\n<p>With IDEA StatiCa, engineers can confidently address on-site interferences quickly, keeping projects on track without compromising structural integrity. By reducing the time spent on recalculations and enhancing the accuracy of modifications, the software allows teams to adapt and innovate in real-time. Ultimately, this leads to a more efficient design process, ensuring that projects not only meet deadlines but also uphold the highest standards of safety and performance.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b770f10\"></object>"
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"value": "<h2>Don't be afraid of parametric design</h2>\n<p>When you say \"parametric design,\" many engineers get their hair on end because they see how they link their FEM tools to Grasshopper or similar tools. However, parametric design can work much more simply. And it's certainly nothing to be afraid of. </p>\n<p>The parametric templates have been a hot topic for IDEA StatiCa developers over the past year. So, what exactly are they?</p>\n<p>In simple terms, <strong>parametric templates are connection templates that have been coded with common terminology</strong>. We have developed five templates for AISC users, based on Design Guide 39 and the AISC manual terminology. </p>\n<p>In the video below, you can see an animation of how the template is implemented. </p>\n<p>The parameters are set up in the operations line. For example, if you change the number of bolts above the flange, the size of the end plate adjusts automatically. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7eacfef7_602a_01bb_3509_c7ed86406370\"></object>\n<p>These <a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">parametric templates</a> were developed to help users become familiar with the concept. However, the main goal is to demonstrate that parametric templates can be created directly within the application using developer tools.</p>\n<p>Custom parametric templates can help you to create:</p>\n<ul>\n <li><strong>Custom company connections</strong>: Standardize repetitive simple connections in your company projects.</li>\n <li><strong>Smart templates</strong>: Use the developer tools to program operations so that every time you change a parameter value, other related values are automatically modified.</li>\n <li><strong>Speed the modeling learning curve for simple connections</strong>: Every user in your company can use the software to design simple connections without learning to model everything from scratch. Maximize your assets.</li>\n</ul>\n<h3>How to start? </h3>\n<p>There are three tutorials about how to create parametric templates. These are step-by-step guides:</p>\n<p><a data-item-id=\"9916e73a-2d70-4a98-b2c1-91e4b5801aea\" href=\"\">Tutorial: Flush moment end plate connections</a></p>\n<p><a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\">Parametric design in IDEA StatiCa Connection - Basics (01)</a></p>\n<p><a data-item-id=\"f777f172-6707-48b3-8ac9-7a4dee412002\" href=\"\">Parametric design in IDEA StatiCa Connection - Advanced</a></p>\n<p>If you prefer video tutorials, start with the video that covers creating your first shear tab parametric template. The tutorial begins at <a href=\"https://youtu.be/Xb40bxFU1Zw?si=n9RuJzl5atyd25LI&t=727\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">min 12.07.</a></p>\n<h2>Why parametric templates matters to you</h2>\n<p>If you’ve ever spent too long adjusting simple connection designs or double-checking calculations for something routine, you know how important it is to simplify this process. IDEA StatiCa <strong>Connection</strong> now caters to all aspects of steel connection design – whether complex or simple – without sacrificing precision or compliance with industry standards.</p>\n<p>By utilizing <strong>Parametric Templates</strong>, you’re speeding up the design process by standardizing and unifying the design workflows.</p>\n<p>It allows you to quickly select the most valid pre-defined template or easily create your own tailor-made one. Whether it’s base plates, simple beam-to-column connections, or gussets, the predefined templates let you handle these routine connections with just a few clicks.</p>\n<p>And all this will save you hours and days spent on connection design projects. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"download_now_and_start_saving_time__copy_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n240e7c7e_abbc_0118_76f4_074f23ae6443\"></object>"
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"value": "<h2>Why this matters for engineers</h2>\n<p>For years, connection design has often felt repetitive. Even when a similar joint had already been modeled, engineers had to start from scratch or heavily modify an existing one. With <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">version 25.0</a>, IDEA StatiCa eliminates that friction. The combination of a modern UI, rich template library, and customizable Company Sets means engineers can <strong>start faster</strong>, <strong>modify less</strong>, and <strong>focus more on engineering decisions — not software operations</strong>.</p>\n<p>It doesn’t stop there, though…</p>\n<p>Once you launch Connection in IDEA StatiCa, you will see the all-new Connection Wizard.</p>\n<p>This forms a continuation of the UI theme that we have been working on over the last 12 months. We have listened to your requests and used this to implement a consistent and coherent approach to connection design, with the new wizard combining the previous approach, based on geometry, with the engine of the Connection Library under its hood.</p>\n<figure data-asset-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" data-image-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13429b22-95d9-4ee5-baef-df46f31e9d12/NewConnection.png\" data-asset-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" data-image-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" alt=\"\"></figure>\n<p>This has given connection designers access to significantly more starting templates than before. Naturally, with greater choice comes greater flexibility, which is also a requirement when narrowing your search down.</p>\n<p>Once you have defined the basic geometry, you can start to refine the search for a suitable connection using a simple search keyword, such as ‘fin’. The results are almost instantaneous, meaning less waiting and a better starting point for your initial design.</p>\n<figure data-asset-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" data-image-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d1c66244-8144-4e0d-9694-8124dd75642c/FileredList.png\" data-asset-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" data-image-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" alt=\"\"></figure>\n<p>As I already mentioned, underpinning this design selection process is the engine of the Connection Library. This further allows organizations to limit the design templates available to their staff, thus making company standards much easier to implement and maintain.</p>\n<h2>How Company Sets ensure compliance and consistency</h2>\n<p>Thanks to <a href=\"https://www.ideastatica.com/support-center/company-sets-selection-in-the-connection-browser\">Company Sets</a>, organizations can predefine which templates are visible to their designers, restrict editable parameters, and enforce internal standards at scale. That means:</p>\n<ul>\n <li>Only approved connection types can be used</li>\n <li>Bolt grades, spacings, and materials align with internal specs</li>\n <li>Less variation across teams and offices</li>\n <li>Built-in quality control, without the need for additional oversight</li>\n</ul>\n<p>For multi-officed firms or teams working in regulated environments, this is a game-changer in reducing errors and simplifying QA.</p>\n<p>The enhancements keep on coming, and it is now even simpler to see which templates have parametric content.</p>\n<figure data-asset-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" data-image-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2f073f-f239-4d85-8c23-25109c7c3d0f/ParametricIdentifier.png\" data-asset-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" data-image-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" alt=\"\"></figure>\n<p>Parameters make it easier to control certain aspects of a connection, such as :</p>\n<ul>\n <li>Bolt grade</li>\n <li>Steel material</li>\n <li>Plate thicknesses</li>\n</ul>\n<p>However, they can also combine functions to drive relationships within connections. For more information on parametric design, why not look at our Campus course – <a data-item-id=\"acb9dab8-dc6f-4723-8238-8f22891a6500\" href=\"\">Basics in IDEA Parametric Design</a>.</p>\n<p>Parameters can simplify the overall design process by giving both organizations and designers more control over what can be designed and how.</p>\n<figure data-asset-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" data-image-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ab3e3be-53d5-4e04-b416-2082ffdec46e/ExampleParameters.png\" data-asset-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" data-image-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" alt=\"\"></figure>\n<p>This include thicknesses that only need to be set once instead of multiple times, bolt spacings derived form number of bolts... the possibilities are only limited by your imagination.</p>\n<h2>How parametric templates unlock real-world speed</h2>\n<p>This isn’t just about flexibility, it’s about eliminating redundancy. Setting thicknesses once and having them apply across multiple components? Automatically adjusting welds or bolt rows based on parametric rules? That’s not just clever modeling, it’s <strong>time you’re not wasting</strong> on repetitive manual edits. And because parameters are embedded into reusable templates, your engineering intent carries over <strong>from project to project</strong>.</p>\n<p>With IDEA StatiCa 25.0, we’re not just improving the UI, we’re changing your experience of connection design altogether:</p>\n<ul>\n <li><strong>Start faster</strong> with over 200 validated templates</li>\n <li><strong>Stay compliant</strong> using Company Sets that lock in your standards</li>\n <li><strong>Customize less</strong> thanks to embedded parametric control</li>\n <li><strong>Design safely</strong> – all templates are fully code-compliant</li>\n</ul>\n<p>The result? 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"value": "<p>On large-scale structural projects, engineering teams are often responsible for designing and validating dozens, if not hundreds, of steel connections. From repetitive modeling tasks to late-stage design changes, these connection-related workflows can take up a significant portion of time and resources.</p>\n<p>To address these challenges, many engineering firms are turning to IDEA StatiCa not just for its analysis capabilities but for the workflow optimizations it offers. Three specific tools, <strong>Checkbot grouping and batch design</strong>, <strong>parametric templates</strong>, and the <strong>new connection wizard</strong>,<strong> </strong>are helping teams streamline their processes and maintain efficiency across projects of all sizes.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n93a841d8_f840_0152_922a_77de0d5e2c46\"></object>\n<h2>Checkbot – grouping & batch design</h2>\n<p>When the same connection type appears throughout a structure, whether it’s a base plate at each column or a beam-to-beam shear connection in multiple bays, repeating individual modeling and validation steps can consume valuable hours. <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot</a> helps you combine these similar connections so you can focus on one reference design instead of opening dozens of separate files.</p>\n<p>By recognizing patterns in member count and cross-section, <strong>Checkbot lets you work on a single node and then apply that connection model to every matching node</strong>. Once the reference connection is set up, the software performs all required calculations, code checks, and load combinations for the entire group. You’ll also be able to export your connections to BIM via IFC without leaving the Checkbot interface.</p>\n<figure data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/65faa61b-f067-49d5-818b-6307da332e3b/checkbot.png\" data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" alt=\"\"></figure>\n<p>Here's how it works:</p>\n<ul>\n <li><strong>Connections are automatically grouped</strong> by member count and section type.</li>\n <li><strong>Design one reference connection</strong>, and Checkbot applies it across the group.</li>\n <li><strong>Run design checks and analyses</strong> for the group, including all relevant load combinations, without opening each connection individually.</li>\n <li><strong>A single report</strong> summarizes every connection in either a summary or a detailed format.</li>\n <li><strong>IFC export</strong> integrates your results directly into BIM models.</li>\n <li><strong>Everything happens within Checkbot</strong>, no switching between programs.</li>\n</ul>\n<p>Firms using Checkbot are seeing time savings of 50–60% over traditional workflows. By cutting down repetitive modeling and centralizing checks, engineers can work faster without sacrificing quality. Checkbot is especially valuable in BIM or FEA models with repeating geometries like beam-to-column connections, where consistency and organization are crucial across dozens of similar connections.</p>\n<p>To prove our words, we've run a small test. </p>\n<p>During our webinar on <a data-item-id=\"f473766d-15da-4182-9f16-ed3bea7d9630\" href=\"\">Complete connection design in IDEA StatiCa Checkbot</a>, we asked attending engineers how long it typically takes them to design joints for a project with approximately 200 connections. </p>\n<figure data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7068e5f7-65a5-40ae-8e83-f3c339ca76d4/Structure.png\" data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" alt=\"\"></figure>\n<figure data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0ac9c9d-0a1e-49a2-8dba-31e79dd1cef0/poll%20results.png\" data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" alt=\"\"></figure>\n<ul>\n <li>Over 80% said more than 6 hours.</li>\n <li>25% estimated over 24 hours. </li>\n</ul>\n<p>With IDEA StatiCa and the help of Checkbot, it took us exactly <strong>2 hours and 25 minutes</strong>. You can easily calculate how quickly the software pays for itself through time savings. </p>\n<figure data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3eb00ae3-75a4-48e6-8e2a-c7ea74099aa0/checkbot.png\" data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" alt=\"Checkbot sample project time research\"></figure>\n<p>If you want to see how it works, check out a quick demonstration of the Checkbot workflow down below, and see how easily repetitive connections can be handled. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2ac26211_18c0_015c_d623_98f313848d20\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebf9ada_e6d1_01e7_e7b1_a1c3c95082f2\"></object>\n<h2>Parametric templates</h2>\n<p>Designing standard steel connections doesn’t have to be repetitive. With IDEA StatiCa’s parametric templates, it’s easier than ever to handle simple and modular connections, especially when projects include variations of the same base design.</p>\n<p><strong>IDEA StatiCa offers a library of ready-made parametric templates</strong> for common connections like shear tabs, moment end plates, and gusset plates. These templates are fully parametric, allowing engineers to quickly adjust inputs like thicknesses, member sizes, and plate dimensions while maintaining the overall logic of the design.</p>\n<figure data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cc53027-53f7-45a0-a88a-1ffce78cad22/parametric%20templates%20image.png\" data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" alt=\"\"></figure>\n<p>Even more valuable is the ability to <a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\"><strong>create your own parametric templates</strong></a>. If your team regularly works with standardized designs that vary slightly from project to project, this allows you to build a starting point tailored to your needs. Simply select the key parameters you want to control, adjust them as needed, and run the design check, all without needing to build the connection from scratch.</p>\n<p>Parametric templates are a massive time-saver, especially for repeated or modular connections. Where manual modeling can take 20-30 minutes for new users, templates cut that down to just 5-10 minutes by allowing quick adjustments to a few key parameters. They’re not only faster, but they also help maintain consistency across similar connection types.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6da61a33_deaf_01ab_d0a7_8d99d029fb74\"></object>\n<h2>New Connection Wizard</h2>\n<p>To make it even easier to start your connection design, the new <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection Wizard</a> provides a guided workflow from the moment you launch IDEA StatiCa Connection. Rather than starting from a blank screen, the new Connection Wizard helps answer that by letting you start from geometry and then surface <strong>relevant templates</strong>, including <strong>your own saved designs!</strong></p>\n<figure data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27e16395-4fb2-4137-ba70-a613ba637366/connection%20wizard.png\" data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" alt=\"\"></figure>\n<p>Here’s how it helps:</p>\n<ul>\n <li><strong>Select the geometry layout</strong> you need, and the wizard will filter templates accordingly.</li>\n <li><strong>Save your own connections</strong> to appear automatically the next time you start a project.</li>\n <li><strong>No more digging through folders</strong> or trying to remember what file you last used, just pick it and go.</li>\n</ul>\n<p>The real advantage? Your custom connection templates are now built into your startup workflow. They’re not hidden in file directories or tied to older versions, they’re integrated, accessible, and ready from the start screen.</p>\n<p>Whether you're standardizing connections across teams or managing repeated designs across multiple projects, the wizard brings <strong>speed</strong>, <strong>organization</strong>, and <strong>reliability </strong>to the start of every connection workflow.</p>\n<h2>Save hours where it matters most</h2>\n<p><a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection design</a> often comes down to repetition, repeating geometries, loads, redlines, and tasks. That’s where IDEA StatiCa delivers real impact: by automating and simplifying the repeatable parts of your workflow so you can focus your engineering time where it matters most.</p>\n<p>By grouping and batch-designing in Checkbot, adapting parametric templates, and starting from your own wizard-based connection library, engineers can confidently say they’re not just working harder, they’re working <strong>smarter</strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"get_a_free_trial___connection_design\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7d11f499_3ce1_01e6_b6ff_2019b43193bc\"></object>"
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