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Name: KBA - DIY - How to build Standard Steel Connection Workset in IDEA StatiCa
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"value": "<p>The Eurocode specifies several methods of failure of anchors and concrete footings and further divides them according to the loading type. In <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a>, we have been able to assess the anchors up to now, but with some limitations, assessments had to be done manually. </p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>At the same time, reinforcement for concrete blocks was impossible to account for. This is now changing with IDEA StatiCa Detail 3D, which adds more possibilities. IDEA StatiCa Detail 3D does not offer assessments as we are used to in the standard that defines them for plain concrete. However, with FE analysis, we can verify that reinforced concrete will satisfy the specified load, and here, it will <strong>prevent the failure of the concrete, which would correspond</strong> to those conditions. The apps work independently and can be used separately, but thanks to the <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">link between Connection and Detail</a>, it is also possible to use Detail only as a supplementary calculation. </p>\n<p>Now, let's go through the Eurocode conditions one by one and the possibilities the applications offer us. </p>\n<h2>Tensile force</h2>\n<p>Eurocode divides the first type of load (<strong>tensile force</strong>) into 6 possible cases of anchor or concrete block failure (a, b, c, d, e, f) and two more for reinforced footings (g, h). </p>\n<p>The figure below schematically shows which type of failure you can assess with the Connection app and what behavior can be covered by using reinforced concrete and, therefore, the analysis in Detail. IDEA StatiCa Connection uses empirical formulas from Eurocode ( EN 1992-4-7.2.1) for anchor design <strong>(CBFEM)</strong>, while IDEA StatiCa Detail is based completely on the finite element method <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM)</strong></a>. Some assessment options are, therefore, overlapping in both applications, but always with a different method. </p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>By the nature of the methods implemented in the software, only plain concrete can be considered in Connection, while <strong>only reinforced concrete footing can be considered in Detail</strong>. </p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<p>The main assumptions and limitations of the analysis for the IDEA StatiCa Detail 3D are mentioned in the article <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Known Limitations</a>. </p>\n<h4>a) Steel failure </h4>\n<p>Steel failure of<strong> tension-loaded</strong> anchors alone is verified in both applications. Anchor tensile resistance is checked in Connection according to the following formula:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>In Detail, the anchors are checked according to the selected Eurocode (1992-4 or 1993-1-8) in the Project Settings. This behaviour applies starting from version 25.1.1. </p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>In older versions, the anchors are checked like regular reinforcement bars, based on the stress–strain diagrams defined for particular materials, while using the value of limit strain maximally 5% (calculated based on tension stiffening effect read more in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical Background</a>)</p>\n<h4>b) Concrete cone failure </h4>\n<p>Concrete cone failure can be verified in Connection. However, at Connection, the app can only consider <strong>plain concrete</strong>. </p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Therefore, in case the concrete cone fails, it is appropriate to proceed to IDEA StatiCa Detail, where an analysis of the entire reinforced block is provided. The tensile strength of the concrete is conservatively neglected, which means the bearing capacity for cone failure is, to a considerable extent, determined by the specified amount of reinforcement. In the picture below, you can see the <strong>directions of the principal stresses</strong> that indicate the shape of the cone mentioned above. In the right part, you can see the values of the concrete stresses, which are assessed with the limit values. </p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4> c) Pull-out failure</h4>\n<p>This code-check is in Connection only for certain cases (see the first picture in this article). An additional assessment is necessary for post-installed mechanical anchors. </p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>In Detail, it is possible to set up so-called <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">adhesive anchors</a> and specify the design bond strength according to their technical parameters. The anchors will then be verified based on these parameters. (Applicable only for reinforced concrete.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Combined pull-out and concrete failure of bonded fasteners</h4>\n<p>This failure can only be detected in Detail, where the concrete stresses and the anchorage areas are assessed using 3D CSFM. The Combined pull-out and concrete failure mechanism is in Detail based on principles defined above, and its assessment is part of the concrete strength and anchorage check. (Applicable only for reinforced concrete.)</p>\n<h4>e) Concrete splitting failure</h4>\n<p>It is not possible to assess in Connection. For Detail, Splitting failure is usually a problem of plain concrete, where the use of reinforcement prevents it from occurring. At the same time, it is possible to see the stresses and strains of both the reinforcement under compression or tension and the concrete under compression in the Detail app. </p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Concrete blow-out failure </h4>\n<p>For plain concrete, empirical code-check according to Eurocode in Connection is possible. </p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>For reinforced structural members, it is possible to use Detail. Concrete blow-out failure is covered in the concrete strength analysis. Where the tensile stresses are transferred only by the reinforcement (as mentioned several times above).</p>\n<h4>Additional checks for reinforced concrete blocks:</h4>\n<p>For reinforced footings, an additional reinforcement assessment is required. Steel failure of reinforcement and anchorage failure of reinforcement is part of the reinforcement assessment in Detail. </p>\n<p><strong>g) Steel failure of reinforcement</strong></p>\n<p><strong>h) Anchorage failure of reinforcement</strong></p>\n<h2>Shear load</h2>\n<p>Eurocode divides the second type of load (<strong>shear force</strong>) into 4 possible cases of anchor or concrete block failure (a, b, c, d) and two more for reinforced footings (e, f). </p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>The figure below shows <strong>schematically</strong> which type of failure you can assess with the Connection app and also what behavior can be covered by using reinforced concrete and, therefore, the analysis in Detail. IDEA StatiCa Connection uses empirical formulas from Eurocode ( EN 1992-4-7.2.2) <strong>for anchor design </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM)</strong></a><strong>.</strong> All types of failure caused by shear force can be covered in the Connection app. </p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<p>In the IDEA StatiCa Detail 3D, shear can be transferred by friction, anchors or shear lug. It is important to say that only the footing is assessed. Other steel parts (e.g. shear lug, welds) need to be checked in Connection or somewhere else. Again, it must be emphasized that only reinforced concrete is required.</p>\n<h4>a) Steel failure without lever arm</h4>\n<p>Steel failure without the lever arm of shear-loaded anchors is verified in Connection. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>In Detail, the anchors are again checked according to the selected Eurocode (1992-4 or 1993-1-8) in the Project Settings. This behaviour applies starting from version 25.1.1. The assessment is not possible in Detail for older versions.</p>\n<h4>b) Steel failure with lever arm</h4>\n<p>Steel failure with the lever arm of shear-loaded anchors is verified only in Connection. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>The assessment is not possible in Detail.</p>\n<h4>c) Concrete pry-out failure</h4>\n<p>Concrete pry-out failure of shear-loaded anchors is verified only in Connection. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>The shear capacity of the concrete through the base plate is then assessed in the Detail application. </p>\n<h4>d) Concrete edge failure</h4>\n<p>Concrete edge failure of shear-loaded anchors is verified in Connection only for plain concrete. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Concrete edge failure can be checked in the Detail (reinforced concrete only). </p>\n<h4>Additional checks for reinforced concrete blocks:</h4>\n<p>For reinforced footings, an additional reinforcement assessment is required. Steel and anchorage failure of reinforcement is part of the reinforcement assessment in IDEA StatiCa Detail. </p>\n<p><strong>e) Steel failure of supplementary reinforcement</strong></p>\n<p><strong>f) Anchorage failure of supplementary reinforcement</strong></p>\n<h2>Conclusion</h2>\n<p>The most significant advantage can be found in examples such as anchoring close to an edge and other cases where plain concrete does not meet the required load. Note that, anchors and shear lugs need to be further assessed in Connection, but together, these two software tools provide a comprehensive solution.</p>\n<p>Due to the method and the way the application is designed, the <strong>Detail application is only suitable for reinforced footings.</strong> </p>\n<p><br></p>"
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"value": "<p>One could say, \"Just design what the standard explicitly allows us.\" But let’s do a reality check: that’s simply not how it works, whether for the tight spaces or technical and architectural requirements. And so, <strong>anchoring</strong> that could be considered \"on edge\" (figuratively) – or better said, specific types of anchoring – can be seen all around us. Many cases are precisely calculated and verified with more advanced methods (even if it may have taken an excessively long time). However, many cases have probably not been assessed as thoroughly as they deserve. </p>\n<p>IDEA StatiCa has been changing and pushing forward the design of steel connections, steel and concrete members, and concrete details for some time now. It's not about simplification of the workflow through computerized calculation, it's mainly about the innovative methods that allow us to design the previously unthinkable. Our latest achievement, <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">the release of<strong> </strong>IDEA StatiCa Detail for 3D</a>, again extends the design possibilities further than before.</p>\n<p>Whether you belong to the group that struggles with anchoring designs for days or relies solely on experience but then doesn't sleep soundly, read on.</p>\n<h2>Doors to new possibilities</h2>\n<p>If you are involved in anchoring structures, you can probably think of several cases that have given you a hard time. Here are a few examples that we have recently identified as very difficult to design using only standard practices. But, with the help of our tools <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> and Detail, it is becoming possible to design in a relatively reasonable amount of time.</p>\n<figure data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/780251c6-3891-4619-bb38-3d596504d746/47.png\" data-asset-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" data-image-id=\"4f7d8ad6-f3ea-48e3-944d-d7e7f74afe0e\" alt=\"\"></figure>\n<p><em>Figure 1: Multiple anchoring into one concrete block</em></p>\n<ul>\n <li><strong>Anchoring near the edge</strong> – Anchoring close to the edge is almost impossible to design without reinforcement due to the way concrete fails (cone failure and others). Assessing anchoring in reinforced concrete is labor-intensive on its own – see this article for more details: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\"><em>You no longer have to struggle with anchoring design</em></a>. However, Detail (3D mode) is specifically designed for such cases – <strong>reinforced concrete</strong>. By adding reinforcement, we can prevent failure modes that would otherwise occur in plain concrete. At the same time, using an advanced FE method (3D CSFM) and implementing it in Detail makes a very complex task relatively simple.</li>\n</ul>\n<figure data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d5704cf-d648-4f17-b2b6-62cfa3db7dff/48.png\" data-asset-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" data-image-id=\"be4ef956-31d1-4b1a-b023-e625badc0075\" alt=\"\"></figure>\n<p><em>Figure 2: Examples of anchoring near to an edge in Connection (including steel members) and in Detail (including reinforcement)</em></p>\n<ul>\n <li><strong>Multiple anchoring close together</strong> – The problem that we have with close anchoring is that the cones interact with each other. No guide can directly advise us on how to assess these cases. In the commonly used literature, whether EN or fib guide, we find more or less only conditions and limitations that we can conservatively consider. They simply advise us to use distances that allow us to assess cones individually. But as soon as we don't fit into these conditions, we're doomed. However, in Detail, since we have an advanced FE-based method, we can analyze the complex behavior.</li>\n</ul>\n<figure data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f15eb41b-7100-4214-a7ef-13a59e5e470a/50.png\" data-asset-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" data-image-id=\"eaf1dd1a-2c9b-48b4-843e-45719d8244c8\" alt=\"\"></figure>\n<p><em>Figure 3: Multiple anchoring into one the wall</em></p>\n<ul>\n <li><strong>Multiple anchoring in general (bridge support on a common foundation)</strong> – A typical situation caused by wind load, where one column of a truss support is loaded by tension and the other by compression. There is a mutual interaction between the concrete cone from the group of tension anchors and the compressive loading from the other column. For such a case, Eurocode does not offer a satisfactory analytical solution, not only because it is inherently necessary to reinforce the concrete foundation, so more advanced analysis such as Detail and its 3D CSFM must be used.</li>\n</ul>\n<figure data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40440901-f325-41b7-b0ac-d5aaee8e2158/49.png\" data-asset-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" data-image-id=\"e8b096ad-95cf-4fa9-a92f-4543de3be101\" alt=\"\"></figure>\n<p><em>Figure 4: Anchoring of a pipe bridge, designed by </em><a href=\"http://www.fevia.cz/\">FEVIA s.r.o</a></p>\n<ul>\n <li><strong>Consideration of existing reinforcement in renovations</strong> – Any renovations or extensions may be another interesting example of the use of anchoring in Detail, as, ideally, the existing reinforcement is included. </li>\n</ul>\n<h2>Problems that arise</h2>\n<p>To sum it up:</p>\n<p>Eurocode specifies failure modes for both tension and shear for anchors and concrete:</p>\n<figure data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f969c3d-f6f7-4d2f-85b7-c1b2b255a107/steel%20failure.png\" data-asset-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" data-image-id=\"ab41c8eb-f59a-419b-942a-d91d522a6f36\" alt=\"\"></figure>\n<p><em>Figure 5: Scheme of failure modes – </em><a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\"><em>Design of Steel-to-Concrete Joints Design Manual II</em></a></p>\n<p>EN 1992-4 is specifically dedicated to the detailed assessment of plain concrete. Most of these concrete failures can be prevented by adding reinforcement, which is even necessary in some cases (see examples above). However, the standard no longer gives us clear guidance on how to deal with this.</p>\n<p>Another problem arises when concrete cones interact with each other – Eurocode and other literature (<em>fib bulletin 58</em>) only give conditions for when and how these cones can be checked separately.</p>\n<figure data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/827c9372-8a77-4aaa-9328-7d9040b57224/Picture1.png\" data-asset-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" data-image-id=\"97104888-d54b-4e4b-aa4e-45613c46acb0\" alt=\"\"></figure>\n<p><em>Figure 6: CEB-FIB: Bulletin 58 – Design of anchorages in concrete (2011), chap. 1.2</em></p>\n<p>We know the issues that can occur during the design, but what to do about it? Give up or...</p>\n<p>...find a solution.</p>\n<h2>The solution </h2>\n<p>Detail can solve the cases above very efficiently. It allows the assessment of the<strong> influence of reinforcement</strong> on the load capacity and also allows the assessment of the<strong> cases not covered by the standard</strong>. In combination with Connection, it is then possible to obtain comprehensive standard code checks for all types of failures. </p>\n<p>Much has already been written about both applications, but it certainly doesn't hurt to add a brief comparison and a few resources for a deeper understanding of the methods:</p>\n<ul>\n <li><strong>IDEA StatiCa Connection</strong> – focused on assessing steel connections, including anchoring in concrete. The anchors are assessed <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">according to empirical formulas</a> in accordance with the standard. The concrete block is modeled using the \"<em>Winkler</em>\" scheme, so the possible assessment is for <strong>plain concrete only.</strong></li>\n <li><strong>IDEA StatiCa Detail</strong> – The model in Detail is from the final elements, including the reinforcement. Due to the basic assumption that all the tension is transferred by the reinforcement (in concrete, the tension is neglected), the solution is only suitable for <strong>reinforced concrete</strong>. Using <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a>, we obtain the stresses of concrete and reinforcement/anchors, which are evaluated with limit values from Eurocode. In addition, we get a realistic idea of the behavior of the structure, such as stress flows and deformations. The 3D CSFM method included the effects of tri-axial stress. </li>\n</ul>\n<figure data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00f6e5c6-b8e1-4fc9-b714-92d4bf55b90b/51b.png\" data-asset-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" data-image-id=\"9848dfae-2b61-49ae-97b2-c855e05a7cb6\" alt=\"\"></figure>\n<p><em>Figure 4: Comparison between Connection and Detail (input and models)</em></p>\n<p>As said, a combination of both is needed for a complete assessment. For efficient work, <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">an import from Connection to Detail</a> is enabled, including additional parameters and loads. </p>\n<p>To understand the method, you can proceed to the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><em>Theoretical Background</em>.</a> To catch up with functionalities, go to the <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><em>Release Notes</em></a>. </p>\n<h2>What are you going to do?</h2>\n<p>3D Detail (with CSFM) represents a significant step forward, enabling the design of more complex cases with confidence. While some may feel apprehensive about this progression, the technologies at our disposal allow us to achieve more than ever before – so why not embrace their potential? Progress is both natural and inevitable.</p>\n<p>At IDEA StatiCa, we see anchoring as just the beginning. It’s the first case we’ve fully verified, and we’re committed to expanding our focus to other challenges in the future.</p>\n<p>The question is: Will you adapt to these advancements, or will you resist change?</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e82b7dc4_a483_0182_f05e_c31ada2c3f88\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n79828e14_a9c9_0134_6abc_3946b47ab250\"></object>"
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"value": "<h1>Statische Bemessung von 3D-Diskontinuitäten aus Beton in IDEA StatiCa Detail</h1>\n<h2>Einführung in die 3D CSFM-Methode</h2>\n<p><a href=\"#general-introduction\">Allgemeine Einführung in die Bemessungsgrundlagen von 3D-Detail</a> <br>\n<a href=\"#main-assumptions-and-limitations\">Wichtigste Annahmen und Einschränkungen</a> <br>\n<a href=\"#mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM\">Umsetzung der Mohr-Coulomb-Plastizitätstheorie in 3D CSFM</a> <br>\n<a href=\"#general-mechanics-assumptions-for-3D-CSFM\">Allgemeine Mechanik-Annahmen für 3D CSFM</a></p>\n<h2>Berechnungsmodell von IDEA StatiCa 3D Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">Einführung in die Finite-Elemente-Implementierung</a> <br>\n<a href=\"#finite-element-types\">Finite-Elemente-Typen</a> <br>\n<a href=\"#load-transfer-devices\">Lastübertragung</a> <br>\n<a href=\"#concrete-meshing-in-3D-CSFM\">FE-Netzgenerierung in 3D CSFM</a> <br>\n<a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Lösungsmethode und Lastkontrollalgorithmus für 3D CSFM</a> <br>\n<a href=\"#presentation-of-3D-results\">Darstellung der 3D-Ergebnisse</a> <br>\n<a href=\"#model-imported-from-idea-statica-connection\">Modell importiert von IDEA StatiCa Connection</a></p>\n<h2>Überprüfung des Modells</h2>\n<p><a href=\"#limit-states\">Grenzzustände</a></p>\n<h2>Strukturelementnachweise nach Eurocode</h2>\n<p><a href=\"#material-models-in-3D-CSFM\">Werkstoffmodelle in 3D CSFM (EN)</a> <br>\n<a href=\"#partial-safety-factors\">Teilsicherheitsfaktoren</a> <br>\n<a href=\"#ultimate-limit-state-checks\">Grenzzustand der Tragfähigkeit</a></p>\n<h1><br>\n</h1>\n<h1>Einführung in die 3D-CSFM-Methode</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n262bb28a_3721_011d_b3ea_60a6173d931d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" 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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=\"n86f91000_1da4_01b9_83f7_60278bd5dba3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___partial_safety_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n548ebdec_3440_01fa_eccd_425225572dbb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___ultimate_limit_\"></object>\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>Verifizierungen und Validierungen</h2>\n<p><a data-item-id=\"e081c56f-acc4-4fb8-9cd1-baade3696435\" href=\"\">Einzelprüfung: Verankerung</a></p>\n<p><a data-item-id=\"d13f72cd-bd14-4d68-88c9-356feb036305\" href=\"\">Einzelprüfung: Einfacher Biegeversuch an Auslegern</a></p>\n<p><a data-item-id=\"c816c6e4-7ccd-49a9-8487-9c0740fb6489\" href=\"\">Einzelprüfung: Scherversuche an Trägern mit geringen Bügelmengen</a></p>\n<p><a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\">Triaxiale Beanspruchung - der aktive Umschnürungseffekt</a></p>\n<p><a data-item-id=\"2cc2c336-cd6b-49b0-bd2a-a0c3b88f9787\" href=\"\">Stützen, die einer hohen Druckbelastung ausgesetzt sind - Passive Umschnürungswirkung</a></p>\n<p><a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">Auszugsverhalten von Ortbetonankern mit unterschiedlichen Verankerungstiefen</a></p>\n<h3>Referenzen</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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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). And for advanced analysis of the concrete block with reinforcement, the model can be exported to <strong>IDEA StatiCa Detail</strong>.</p>\n<p>For cast-in plates with headed studs and/or reinforcement, the base plate is embedded in the concrete.</p>\n<figure data-asset-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\" data-image-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0b43600e-b3f8-43ce-bb87-d54e9e5069bf/Cast-in%20plates%205.png\" data-asset-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\" data-image-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\" alt=\"cast in plates design\"></figure>\n<p>In the <em>Materials</em> tab, the Headed studs grade and Reinforcement material are placed in the top ribbon as well as in the left tree when used in the model. </p>\n<figure data-asset-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" data-image-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55ff7153-5b62-4317-8a3c-b1731230021b/materials%20tab.jpg\" data-asset-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" data-image-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" alt=\"materials for project\"></figure>\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<p><br></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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Grundplatte verbunden sind und sich auf den Mittelpunkt beziehen</a></li>\n <li><a href=\"https://ideastatica.com/support-center/loading-and-combinations#the-stub\">Stumpfes Stahlteil zur Lastübertragung</a></li>\n <li><a href=\"https://ideastatica.com/support-center/australian-code-for-detail#anchoring-australian-code\">Australischer Code für Verankerungen</a></li>\n</ul>\n<p>2D-Analyse</p>\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Unverankerte Spannglieder</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Glatte Bewehrungsstäbe</a></li>\n <li><a href=\"https://ideastatica.com/support-center/australian-code-for-detail#prestressing-australian-code\">Australischer Code für Vorspannungen</a></li>\n</ul>\n<p>Allgemeine Verbesserungen</p>\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Erweiterte Ergebnisdarstellung</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" 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href=\"http://ideastatica.com/support-center/bulk-workflows-and-critical-load-filter-in-checkbot#bulk-report-for-all-connections-in-the-Checkbot-project\">Bulk-Bericht für alle Verbindungen im Checkbot-Projekt</a></li>\n</ul>\n<p>BIM-Links</p>\n<ul>\n <li><a data-item-id=\"b3d3da84-9c37-4296-8df1-643f1f87dacd\" href=\"\">ETABS und SAP2000 BIM Verknüpfung zu Detail</a></li>\n <li><a href=\"http://ideastatica.com/support-center/api-developer-documentation-website#connection-api-functions-update\">Update der Verbindungs-API-Funktionen</a></li>\n <li><a data-item-id=\"eafb9bb3-40dd-4541-a819-c970430ce001\" href=\"\">Unterstützte BIM-Links in Version 25.1</a></li>\n</ul>\n<h2>Cloud-Tools und allgemeine Verbesserungen</h2>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/connection-library-the-largest-database-of-downloadable-steel-connections#Bookmarks-in-CL\">Lesezeichen für die Verbindungsbibliothek</a></li>\n <li><a 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"value": "<h3>Einbetonierte Stahlplatten im Detail</h3>\n<p>Einbetonierte Stahlplatten sind als <strong>Lastübertragungselemente</strong> in der Modellauswahl verfügbar. <strong>Die Geometrie und Position der Platte</strong> kann in einem einzigen Eigenschaftsraster definiert werden, während eine zusätzliche Tabelle es dem Benutzer ermöglicht, mehrere <strong>Gruppen von Verbindungselementen</strong> hinzuzufügen und zu kombinieren.</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<p>Die <strong>einbetonierte Ankerplatte</strong> ermöglicht eine geschweißte Bewehrung in drei Formen: <strong>Gerade, L-förmig und U-förmig</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<h3>Bewehrungstypen</h3>\n<p>Befestigungsmittel können direkt für jede spezifische Platte definiert werden. Benutzer können <strong>eine unbegrenzte Anzahl von</strong> Befestigungselementen hinzufügen und sogar mehrere Typen innerhalb einer einzelnen Platte kombinieren.</p>\n<ul>\n <li><strong>Gerade Bewehrungsstäbe:</strong> Verankerungen können in Reihen und Positionen nach einem vordefinierten Schlüssel angeordnet werden (ähnlich wie bei der Platzierung von Schrauben in Verbindungen). Benutzer können Material, Länge und Durchmesser definieren sowie einen Verankerungstyp festlegen.</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-förmig:</strong> Definiert als zwei Dübelreihen mit einstellbarem Abstand und Reihenabstand, mit der Möglichkeit, einen Verankerungstyp anzugeben.</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-förmig:</strong> Eine durchgehende Reihe von Bewehrungen, die eine U-Form bilden und auf beiden Seiten miteinander verbunden sind.</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<h3>Modell-Verhalten</h3>\n<p>Anker werden als Elemente behandelt, die sowohl <strong>Schub als auch Zug</strong> widerstehen, da sie mit der Platte verschweißt sind. Ihre Bewertung erfolgt nach denselben Grundsätzen wie bei Standardankern, mit ähnlichen Einschränkungen (z. B. kann die Scherung im Anker in der Anwendung noch nicht bewertet werden). Weitere Informationen finden Sie im Abschnitt <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretischer Hintergrund</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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Alle mit <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">neuen Assistentenvorlagen</a>.</li>\n <li><a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\"><strong>ACI Bemessungscode</strong></a> für Verankerungen implementiert, mit neuem Export von Verbindung zu 3D Detail.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\"><strong>Vorspannungsbemessung gemäß ACI 318-19</strong></a><strong> und </strong><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">australischem Code</a> zu 2D Detail hinzugefügt.</li>\n <li>Berechnung von <strong>3D-Aufgaben 4x schneller</strong>, schnellerer Anwendungsstart mit neuer 3D-Ansicht.</li>\n</ul>\n<h2>Stahlverbindungen</h2>\n<ul>\n <li><a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\"><strong>Der Assistent</strong> <strong>wurde neu gestaltet</strong></a>, um <strong>die</strong> <strong>200+ typischsten</strong> parametrischen <strong>Stahlverbindungsvorlagen</strong> <strong>abzudecken</strong>.</li>\n <li><strong>Persönliche und firmeneigene</strong> <strong>Bibliothekssätze</strong> sind vom Assistenten aus über ein Suchfeld zugänglich.</li>\n <li>Die <a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>parametrischen Vorlagen</strong></a> wurden verfeinert und die erforderliche Eingabe auf einige wenige Parameter reduziert. Neue Möglichkeit, <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\"><strong>parametrische Vorlagen mit benutzerdefinierten Operationen zu kombinieren</strong></a>.</li>\n <li><strong>Gemeinsame Nutzung </strong>von<strong> </strong>benutzerdefinierten <a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>Stahlquerschnitten, die in MPRL gespeichert sind</strong></a>.</li>\n <li>Bolzenverbindungen mit <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\"><strong>Langlöchern mit</strong> <strong>Plattenauswahl (mehrere Platten).</strong></a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Regionale Verbesserungen</strong></a><strong> - </strong>PJP-Schweißnähte für EC, ACI-Code Version 318-19, und Verankerungen für GB (China) Code. Die englische Sprache unserer Werkzeuge wurde an die regionalen Besonderheiten des britischen und amerikanischen Marktes angepasst.</li>\n <li>Gemeinsame Nutzung des Strukturmodells über den <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\"><strong>Viewer direkt von Connection aus</strong></a>. Die Leistung der <strong>3D-Ansicht wurde</strong> bei komplexen Verbindungen <strong>um das 10-fache gesteigert</strong>, da neue Modellinformationen über die Eigenschaften von <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">Verankerungsbetonblöcken, Scherlöchern</a> oder Ankern zur Verfügung stehen.</li>\n <li>Die <a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Funktionen des Viewers</strong></a><strong> </strong>wurden um <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">zusätzliche Modellinformationen</a> zu Ankern und Betonblöcken erweitert.</li>\n</ul>\n<h2>BIM und Checkbot</h2>\n<ul>\n <li><a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\"><strong>Checkbots neue Massen-Workflows</strong></a><strong> </strong>importieren bis zu 1000 Knotenmodelle, <strong>automatische Verbindungsgruppierung</strong> mit Auswahl der <strong>kritischen Lasteinwirkungen</strong>. Berechnung und Erstellung von Berichten, alles mit einem Klick.</li>\n <li>Klarer Status der direkt in der 3D-Ansicht sichtbaren Knoten mit automatischer Verbindungsspeicherung.</li>\n <li>BIM-Link mit <strong>Tekla Structures</strong> mit <a data-item-id=\"e6865842-1664-4015-aa16-70e79c700dba\" href=\"\">vollständiger Unterstützung von Verankerungsmodellen</a></li>\n <li>Neue <a data-item-id=\"6fdde728-ceeb-4fdf-b42f-21f2fc86f40b\" href=\"\"><strong>BIM-Verknüpfung mit Midas NX</strong></a><strong> </strong>und <a data-item-id=\"4a748abe-c756-476c-a510-7a800fd062e7\" href=\"\"><strong>Grasshopper-Plugin</strong></a>, aktualisiert auf die neue Connection-API</li>\n <li>Prüfen Sie die Kompatibilität mit Ihrer Software in der Liste der <a data-item-id=\"7b02dc99-b67b-4c35-8eef-c99b48e28860\" href=\"\"><strong>unterstützten Versionen in 25.0</strong></a></li>\n</ul>\n<h2>Benutzerfreundlichkeit und Lizenzierung</h2>\n<ul>\n <li><a data-item-id=\"31249a64-d058-4a63-ae77-bdb65da4d67e\" href=\"\"><strong>Das neue Startfenster</strong></a><strong> </strong>der IDEA StatiCa Toolbox, bietet die wichtigsten Informationen und Neuigkeiten für jeden Benutzer.</li>\n <li>Das Benutzerportal bietet neue Self-Service-Optionen für Lizenzadministratoren zur <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#self-service\"><strong>Verwaltung von Benutzerkonten</strong></a><strong>,</strong> zusammen mit der <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#activity-score\"><strong>Bewertung der Benutzererfahrung</strong></a> und dem aktualisierten E-Learning-Dashboard.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f8b89d43_491b_0122_65ba_b33aa44e2217\"></object>"
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{
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"urlSlug": "optionen-fur-lochleibung-fur-schrauben-ab-version-21-1",
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{
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"urlSlug": "besonderheiten-im-schweissnachweis-nach-eurocode-en-und-indischer-norm-is",
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{
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"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
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{
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"linkId": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"urlSlug": "firmengruppen-auswahl-im-connection-browser",
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{
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{
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{
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"linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
"urlSlug": "kondensierte-superelemente-unsichtbar-aber-unverzichtbar",
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{
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"value": "<h2>Kompatibilität der Versionen</h2>\n<p>Die Version der IDEA StatiCa Software (z.B. 22.1.3.0789) wird durch eine Zahl beschrieben, die sich aus der Hauptversion (22), der Nebenversion (.1), der Patch-Nummer (.3) und der Build-Nummer (.0789) zusammensetzt.</p>\n<p>Jede Haupt- und Nebenversion von IDEA StatiCa Anwendungen ändert die Projektdaten und macht es unmöglich, sie in den vorherigen Versionen zu verwenden. Das heißt, wenn Sie ein Projekt in Version 22.1 erstellen oder speichern, können Sie es nicht in 22.0 öffnen.</p>\n<p>Patches innerhalb der gleichen Version sind jedoch kompatibel, d.h. wenn Sie ein Projekt in Patch 22.1.3 erstellen oder speichern, können Sie es trotzdem in Patch 22.1.0 öffnen.</p>\n<p>Die Cloud-Dienste, wie z.B. der <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, erzeugen immer Projektdateien in der neuesten IDEA StatiCa Version und dem neuesten Patch.</p>\n<h2>Öffnen eines alten Projekts in einer neueren Version</h2>\n<p>Modelle, die in älteren Versionen von IDEA StatiCa erstellt wurden, können Unterschiede aufweisen, wenn Sie auf die neueste Version aktualisieren. Wenn Sie auf eine neuere Version des Programms aktualisieren, können Sie einige Unterschiede beim Öffnen von Modellen feststellen, die in älteren Versionen erstellt wurden.</p>\n<p>Um sich auf den neuesten Stand zu bringen, lesen Sie bitte die <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Versionshinweise</a> für jede veröffentlichte Haupt- und Nebenversion, zusammen mit den Patch-Updates und den <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">Listen der behobenen Fehler</a>.</p>\n<p>Nachfolgend finden Sie eine Liste der wichtigsten Änderungen für jede neue Version des Programms, die zu einigen Änderungen bei den Ergebnissen führen können:</p>\n<h3>Änderungen in Version 25.1</h3>\n<p>STAHL</p>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Aktualisierung des FEM-Netzes für CHS-Stäbe</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Gestufte Analyse im Stab</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Knickberechnung von Modellen mit Stiften</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Warnung vor großen Verformungen</a></li>\n</ul>\n<p>BETON</p>\n<p>Das zugrunde liegende Analysemodell wurde in mehreren wesentlichen Punkten verbessert. Das Dübelnetz wurde verfeinert, die Verbundsteifigkeit wurde neu kalibriert, und das gesamte System der Zwänge zwischen Dübeln und Betonblock wurde verbessert, um das reale Last-Rutsch-Verhalten besser wiederzugeben. Darüber hinaus wurde die Kontaktinteraktion, die das Aufliegen der Anker auf dem Beton unter Scherbelastung darstellt, auf der Grundlage interner Forschung, verschiedener Studien und Richtlinien angepasst. Insgesamt verbessern diese Verfeinerungen den Realismus des Lastabtragungsmechanismus, was bedeutet, dass sich die Ergebnisse von früheren Versionen unterscheiden können - sie sind in der Regel realistischer und weniger konservativ, bleiben aber dennoch sicher.</p>\n<p>Lesen Sie die <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">Highlights</a> und die <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">vollständige Liste der Verbesserungen</a> in den Release Notes IDEA StatiCa 25.1.</p>\n<h3>Änderungen in Version 25.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrisch nichtlineare Analyse</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Schweißnahtausbreitungsbereich</a></li>\n</ul>\n<p>Lesen Sie die <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">Highlights</a> und die <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">vollständige Liste der Verbesserungen</a> in den Release Notes IDEA StatiCa 25.0.</p>\n<h3>Änderungen in Version 24.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatische Codeauswahl für den Verankerungsnachweis</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Vermaschung um Bolzen- und Stiftlöcher verbessert</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail ist aus BETA heraus</a> und für die Verankerung verifiziert</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Scherübertragung</a> durch Anker, Scherfahnen und Reibung</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Seitliches Biegedrillknicken</a> (nur Eurocode)</li>\n</ul>\n<p>Lesen Sie die <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">Highlights</a> und die <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">vollständige Liste der Verbesserungen</a> in den Release Notes IDEA StatiCa 24.1.</p>\n<h3>Änderungen in Version 24.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Warnung bei Überschreitung der Flächenlast im Stab</a> (Patch 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Erweitern Sie den Stab mit der Schnittoperation</a></li>\n</ul>\n<p>ZUSAMMENBAU</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Genaue Berechnung der Scherfestigkeit von Platten</a> (Patch 23.1.2)</li>\n</ul>\n<p>BIM und CLOUD-DIENSTE</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free structural design hub für alle unterstützten FEA- und CAD-Programme</a> und Beendigung der kostenlosen Viewer-Plugins</li>\n</ul>\n<p>Lesen Sie die <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">Highlights</a> und die <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">vollständige Liste der Verbesserungen</a> in den Release Notes IDEA StatiCa 24.0.</p>\n<h3>Änderungen in Version 23.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Schweißnähte - Autodesign, Eingabe, Warnungen, Visualisierung</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Eingabe und Visualisierung der Querkraftposition</a> (seit Patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Streckgrenzenreduzierung für hochfeste Stahlhohlprofile</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Warnung für Schweißnähte und Bolzen, die dieselben Bleche verbinden</a> (seit Patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Erkennung von Füllblechen (Packplatten)</a> (seit Patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailverbesserungen für Schrauben und Schweißnähte im Eurocode</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Einschränkungen beim Nachweis von Ankern</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Detaillierte Berechnung der Materialwerte für die Verbindungsbemessung, die in der Ergebnistabelle der Platten angezeigt werden</a></li>\n <li>AISC-Stahl und Schraubenwerkstoffe für AISC360-22 (seit Patch 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singularitätserkennung im Stab</a> (seit Patch 23.0.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Fortschritte bei der Interaktionsprüfung in RCS</a> (seit Patch 23.0.2)</li>\n</ul>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Release Notes IDEA StatiCa 23.1</a>.</p>\n<h3>Änderungen in Version 23.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Qualifikationsprüfungen von seismisch präqualifizierten Verbindungen für AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualisierung der Normen ANSI/AISC 360-22, CSA S16:19 und Taiwain-Abschnitte</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Anker mit Abstandshalter</a> (seit Patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-Updates zu dünnwandigen Bauteilen und Ankern</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailverbesserungen für Bolzen und Schweißnähte in Eurocode</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Beschränkungen beim Nachweis von Ankern</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Kantenindizierung in Stab- und Verbindungsmodellen</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Auswahl von Lastextremen</a> (seit Patch 22.1.3)</li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Begrenzter Spannungsnachweis im Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementierung von Langzeitverlusten in Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbesserungen für ACI 318-19 im Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbesserungen bei der kaiserlichen Rundung im Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Äquivalente Zeit für die Durchbiegung in Beam</a> (seit Patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Dreiecksnetz in Betonbauteil</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Verbesserungen bei der Interaktionsprüfung in RCS</a> (seit Patch 23.0.2)</li>\n</ul>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Release Notes IDEA StatiCa 23.0</a>.</p>\n<h3>Änderungen in Version 22.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Winkel zur Maserung der Stahl-Holz-Verbindungen</a></li>\n</ul>\n<p>BETON</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA-Löser erweitert um Scher- und Torsionseffekte</a></li>\n</ul>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Release Notes IDEA StatiCa 22.1</a>.</p>\n<h3>Änderungen in Version 22.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Lasten im Gleichgewicht als Standard</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Ermüdungsanalyse - wie die Ergebnisse angezeigt werden</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Warnung vor durchgehenden Schrauben für Hohlprofile</a></li>\n <li>Update von Connection Lite</li>\n</ul>\n<p>KONKRET</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Aktualisierung der Exzentrizitätsdefinition einer Normalkraft für Betonstützen nach Eurocode</a></li>\n</ul>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Release Notes IDEA StatiCa 22.0</a>.</p>\n<h3>Änderungen in Version 21.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Lagertypoptionen für Schrauben ab Version 21.1</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Spezifische Schweißnahtnachweise gemäß Eurocode (EN) und Indischem Standard (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Aktualisierung des Gleitschutznachweises gemäß SP 16</a></li>\n</ul>\n<p>Benutzer des <strong>Vorlagenmanagers</strong> können <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">ihre Entwürfe</a> mit der Version 21.1 <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">in die neue Verbindungsbibliothek übertragen</a>.</p>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Release Notes IDEA StatiCa 21.1</a>.</p>\n<h3>Änderungen in Version 21.0</h3>\n<p>Die größte Änderung seit Version 21.0 betrifft das analytische Modell der Stäbe in Connection. Lesen Sie bitte den Artikel <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Aktualisierter CBFEM-Löser</a> und den Blogbeitrag <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Kondensierte Superelemente - unsichtbar, aber wichtig</a>. Die Auswirkungen der Änderungen sind auch im Artikel <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Verbesserungen des Analysemodells in IDEA StatiCa Version 21.0</a> beschrieben.</p>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Release Notes IDEA StatiCa 21.0</a>.</p>\n<h3>Änderungen in Version 20.1</h3>\n<p>Hier finden Sie Artikel, die die wichtigsten Unterschiede zwischen der älteren und der neueren Version beschreiben.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Verbessertes Modell der Kontakte</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Verbessertes Modell für Stumpfnähte</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Bolzenlagerabstände für Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Exzentrizität der Verbindungsplatte</a></li>\n</ul>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release Notes IDEA StatiCa Steel 20.1</a> und <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Release Notes IDEA StatiCa Concrete 20.1</a>.</p>\n<h3>Änderungen in Version 20</h3>\n<p><strong>Überarbeitung des Stollenherstellungsprozesses</strong></p>\n<p>In der Vorgängerversion wurden bei der Herstellung von Stollen manchmal die Schenkel des L-Querschnitts vertauscht, vor allem wenn die Stäbe um die Längsachse gedreht wurden. Von nun an werden die L-Profile korrekt positioniert, und die Ausrichtung der Schenkel wird beibehalten, während das Element gedreht wird. Der neue Mechanismus basiert auf der neuen Stabpositionierung (durch seine LCS-Koordinaten - und nicht durch seine Rotationen).</p>\n<p><strong>Lokale Koordinatensysteme der Stäbe in FEA/CAD-Anwendungen</strong></p>\n<p>Alle Stabelemente in FEA/CAD-Anwendungen werden so erstellt, dass ihre Definitionsachse einen Anfangs- und einen Endpunkt hat. Diese beiden Punkte werden als Vektor genommen, um das lokale Koordinatensystem des Stabes zu definieren. In jedem FEA/CAD-Anwendungsprojekt sind diese Dateninformationen gespeichert und können beim Import verwendet werden. Wir haben uns das zunutze gemacht, um die Korrektheit des Imports unserer BIM-Link-Geometrie zu verbessern. Andererseits ändert es die Spielregeln, und der Benutzer muss darauf achten, wie das Modell in FEA/CAD erstellt wird, da dies auch Auswirkungen auf das CBFEM-Verbindungsmodell hat. Wir empfehlen, beim Importieren von FEA/CAD-Projekten in die Version 20 darauf zu achten, dass das lokale Koordinatensystem der Mitglieder das Modell verändert und der Unterschied zu dem in die vorherigen Versionen importierten Modell eminent ist.</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=\"\"></figure>\n<p><strong>Kompatibilität der Projekte der Mitgliedsanwendungen</strong></p>\n<p>IDEA StatiCa Member Application durchläuft eine agile Entwicklung, insbesondere die Datenspeicherarchitektur und die geführte Benutzeroberfläche. Aus diesem Grund kann es vorkommen, dass Projekte, die in älteren Versionen erstellt wurden, in Version 20 nicht korrekt geöffnet werden können oder die Anwendung sie nicht öffnen kann. Bitte beachten Sie dies und entschuldigen Sie IDEA StatiCa für die Unannehmlichkeiten.</p>\n<p>Lesen Sie die vollständige Liste der Verbesserungen in den <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Release Notes IDEA StatiCa Steel 20.0</a> und <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Release Notes IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Änderungen in Version 10.1 und älter</h3>\n<p>Einer der Gründe für die neue GUI ist, dass viele Ingenieure gesagt haben: \"IDEA StatiCa Connection muss fehlersicherer werden\". Diese \"Fehler\" beziehen sich normalerweise auf:</p>\n<ul>\n <li>Die Einstellung der korrekten <strong>Stablänge</strong> - bei extrem kurzen oder langen Stäben kann dies die Ergebnisse massiv beeinflussen. Seit Version 9 setzt IDEA StatiCa Connection automatisch eine angemessene Länge für alle Stäbe.</li>\n <li><strong>Schweißnähte </strong>- die plastische Spannungsverteilung ist die bei weitem genaueste Bemessungsmethode für Schweißnähte und wurde in Version 7.1 eingeführt. Während der Version 8 - und in einer Übergangsphase - war sie die Standardmethode, die neben den anderen Bewertungsmethoden existierte. Seit Version 9 ist diese Methode die einzige verfügbare Option, und die anderen Bewertungsmethoden wurden entfernt, um Verwirrung bei den Benutzern zu vermeiden, wie wir über unseren Helpdesk feststellen konnten. Dadurch wird sichergestellt, dass alle Schweißnähte im Projekt sicher entworfen sind und den Vorschriften entsprechen.</li>\n</ul>\n<p>Wir haben mehrere <strong>Kontrollmechanismen</strong> für IDEA StatiCa Connection seit Version 9.0 implementiert - automatische Prüfung, wenn die Verbindung in einer empfohlenen Weise modelliert wird (Singularitätsprüfung, Stablängen, deren Versätze, ...). Wenn der Anschluss nicht korrekt modelliert ist, wird die Berechnung unterbrochen oder eine Fehlermeldung angezeigt. Bitte beachten Sie, dass aufgrund all dieser Verbesserungen das Öffnen von Projekten aus früheren Versionen zu einer anderen Modellgeometrie führen kann, die unter Umständen eine weitere Bearbeitung erfordert.</p>\n<p>Wir haben auch die <strong>Vernetzung </strong>von Hohlprofilen verbessert - IDEA StatiCa Connection erzeugt seit Version 9.0 eine feinere Vernetzung von Hohlprofilen, was zu leicht unterschiedlichen Ergebnissen im Vergleich zu älteren Versionen führen kann.</p>\n<p>Wir zeigen die Kompatibilitätswarnung bei jedem Öffnen eines Projektes aus den älteren Versionen an:</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=\"\"></figure>"
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"value": "<h2>Highlights der Version 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ac40b280_74f0_01c1_5777_522face7bf57\"></object>\n<h2>Betonbemessung</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail ist verifiziert</strong></a> und bereit für die Bemessung von <strong>Verankerungen in 3D</strong> unter Berücksichtigung der <strong>realen Bewehrung</strong>, was die Herausforderung von<strong> </strong>Verankerungen in der Nähe von Betonkanten löst.</li>\n <li>Neu ist die<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>Kippanalyse</strong></a> in <strong>Beam</strong> und <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>GZG-Kombinationen</strong></a> in <strong>Detail für die Bemessung von Fertigteilen</strong>.</li>\n <li>Vorgefertigte <a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Vorlagen für 2D-Detail</strong></a> machen den Start des Modellierungsprozesses zu einer Sache von Sekunden.</li>\n</ul>\n<h2>Stahlverbindungsbemessung</h2>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Parametrische Vorlagen</strong></a> für typisierte oder sich wiederholende Stahlverbindungen. Es gibt 50 Standardvorlagen im IDEA-Set und Sie können beliebige Vorlagen selbst erstellen.</li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Erhöhung der Geschwindigkeit in Connection</strong></a> mit kürzerem Start der Anwendung, schnelleren Reaktionen im Backstage-Menü und <strong>optimierter </strong>Ergebnisdarstellung und <strong>Speichernutzung </strong>für<strong> </strong>große Projekte.</li>\n <li><strong>Verbesserungen der Programmoberfläche - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Projektelement- und Materialverwaltung</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Messwerkzeug</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Mehrfachauswahl/Multibearbeitung</a> und <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">DXF-Plattenimport</a></li>\n <li><strong>Eurocode-Verbesserungen </strong>beinhalten die <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatische Norm-Auswahl zwischen 1993-1-8 und 1992-4</a>. <strong>Kanada und Australien</strong> werden mit <a href=\"https://preview.ideastatica.com/support-center/regional-improvements-in-24-1#PJP-welds-for-CSA-and-AS\">PJP-Schweißnähten</a>, <a href=\"https://preview.ideastatica.com/support-center/regional-improvements-in-24-1#Update-of-cross-section-and-material-databases\">aktualisierter AISC v16.0 Formdatenbank</a> und <a href=\"https://preview.ideastatica.com/support-center/regional-improvements-in-24-1#material-defaults-aisc-as\">Materialvorgaben</a> bedient.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Die Funktionen des Viewers</strong></a><strong> </strong>wurden für die Zusammenarbeit im Team durch die gemeinsame Nutzung von Modellen über <strong>URL-Hyperlinks</strong> und <strong>Link-Management</strong> verbessert. <a href=\"https://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#The-right-Property-panel\">Zusätzliche Modellinformationen</a> wurden hinzugefügt - Schweißnahtarten und -größen, Modelltyp, Stiftverbindungen, Verbindungsraumkoordinaten.</li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Die </strong></a><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>schlägt Konstruktionen aus dem Viewer vor.</li>\n</ul>\n<h2>BIM und Checkbot</h2>\n<ul>\n <li>Das <a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Hilti PROFIS Plugin</strong></a> ermöglicht über 200.000 Hilti Anwendern den Export von Lasten, Materialien und Querschnitten aus ihrer FEA-Anwendung in Hilti PROFIS Engineering über den Checkbot.</li>\n <li>Verbindungsbemessungen, die auf <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>Knotengruppen in Checkbot</strong></a> anwendbar sind, werden automatisch entsprechend der Geometrie und des Querschnitts oder einer benutzerdefinierten Auswahl erstellt.</li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Die Geschwindigkeit</strong></a> vom Checkbot wurde um 60 % <a href=\"https://preview.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\"><strong>erhöht</strong></a> und öffnet Projekte mit bis zu 1000 Knoten in Sekundenschnelle.</li>\n <li>Die Exportmöglichkeiten wurden um den <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>IFC-Export</strong></a> für eine oder mehrere Verbindungen gleichzeitig erweitert.</li>\n <li>Prüfen Sie die Kompatibilität mit Ihrer Software in der Liste der <a data-item-id=\"eeb85fd1-4708-4f88-ad36-cbe30ac41eb7\" href=\"\"><strong>unterstützten Versionen in 24.1</strong></a></li>\n</ul>\n<h2>Benutzerfreundlichkeit und Lizenzierung</h2>\n<ul>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Neue Projekteinstellungen</strong></a> mit Export und Freigabe, die für nationale Anhänge angepasst werden können.</li>\n <li><a href=\"https://preview.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\"><strong>Single Sign-on (SSO)-Lizenztyp</strong></a> für alle Enterprise-Kunden verfügbar.</li>\n <li>Lizenzadministratoren können<strong> </strong><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><strong>monatliche Nutzungsberichte</strong></a><strong> </strong>von IDEA StatiCa Apps einsehen<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n91720379_1937_01f4_f1a8_cf1838d61fe7\"></object>"
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"value": "<h2>Highlights der Version 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e22ff7d9_4923_01a0_c63f_8375cd85b845\"></object>\n<h2>Bemessung von Stahlverbindungen</h2>\n<ul>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametrische Vorlagen</strong></a> reduzieren die Klicks für Standardverbindungen um bis zu 80%. </li>\n <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Skizzen</strong></a><strong> </strong>enthalten jetzt alle notwendigen Daten für Detailplaner (bearbeitbar, lesbar).</li>\n <li>Die<strong> Connection Library</strong> Datenbank<strong> </strong>wurde von 400k auf 1000k erweitert, mit neuen Filtern (AISC/EN,...). </li>\n <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Ein-Klick-Schweißnahtbemessung</strong></a><strong> </strong>bis zur vollen Kapazität aller Schweißnähte in der Verbindung. </li>\n <li><strong>Auto-Design von Schrauben</strong> für Scherverbindungen. </li>\n <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP-Schweißnähte</strong></a> für AISC und <strong>Verankerungs-Update</strong> für australische/indische Codes. </li>\n <li>Nur Eurocode: Modellierung von <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>Bolzen</strong></a>, <a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>Optimierung von Schweißnähten</strong></a> durch maschinelles Lernen. </li>\n <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>L-Anker in AISC</strong></a><strong> </strong>(<strong>Verankerungs-Update</strong> für australische/indische Codes).</li>\n</ul>\n<h2>Nachweis von Beton Details </h2>\n<ul>\n <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Fundamente</strong></a><strong> und </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>Wände</strong></a> können als 3D-Modell in IDEA StatiCa Detail nachgewiesen werden. Diese Funktionalität befindet sich in der BETA-Phase, da die Verifizierung noch nicht abgeschlossen ist. </li>\n <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitive Modellierung</strong></a> mit Massenänderungen, schnellere 3D-Szene und Berechnungsgeschwindigkeit. </li>\n <li><strong>Vollständig konfigurierbarer </strong><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Bericht</strong></a><strong> </strong>mit theoretischem Hintergrund. </li>\n <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Export</strong></a> eines Fundamentes aus dem Programm Connection in Detail.</li>\n</ul>\n<h2>BIM und Checkbot</h2>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>KOSTENLOSE Version von Checkbot</strong></a> für Ingenieure, Konstrukteure und andere, die keine kommerzielle Lizenz von IDEA StatiCa haben. Dies ersetzt die KOSTENLOSEN CAD-Plugins. </li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot ist bereit für große Projekte</strong></a>, verarbeitet zuverlässig die Importprozesse (<30 Sek.) von Modellen mit bis zu 1.000 Knoten und öffnet sie dank verbessertem Dateirendering 50% schneller.</li>\n <li><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>IDEA StatiCa Viewer</strong></a> zeigt jetzt Lasteinwirkungen an und hat eine verbesserte Ladezeit.</li>\n <li>Überprüfen Sie die Kompatibilität mit Ihrer Software in der Liste <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\">der unterstützten Versionen in 24.0</a>.</li>\n</ul>\n<h2>Benutzerfreundlichkeit und Lizenzierungand</h2>\n<ul>\n <li>Anmeldung über <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Single Sign-On</strong></a> und <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>Verbesserungen im Anwenderportal</strong></a>.</li>\n <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>Tastaturkurzbefehle</strong></a> und <strong>eine neue Sprache</strong> (brasilianisches Portugiesisch).</li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>Gemeinsame Einstellungen</strong></a> zur projekt- und anwendungsübergreifenden Verwaltung von Einstellungen.</li>\n <li>Neue <a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>Fehlermeldungen</strong></a> und <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>Tooltips</strong></a> mit Links zum Support Zentrum.</li>\n</ul>\n<h2>Alle Versionshinweise</h2>\n<p>Nachfolgend können Sie die <strong>Versionshinweise</strong> für IDEA StatiCa 24.0 (EN) im PDF-Format herunterladen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bbf50fd_7711_011b_013e_69e1a4453c64\"></object>\n<p><br>\n</p>"
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"value": "<h2>Neues für Stahl</h2>\n<p>Dank der IDEA StatiCa Connection Anwendung und ihrer <strong>Feuerwiderstandsanalyse mit automatisch berechneter Temperatur</strong> für jede Platte, Schraube und Schweißnaht im Modell können Sie zu den Ersten in der Branche gehören, die mit einer solchen einzigartigen Lösung arbeiten.</p>\n<p>In den meisten Verbindungen werden Schweißnähte genutzt. Deshalb haben wir an einer weiteren Reihe von <strong>Verbesserungen der Schweißnähte</strong> in den IDEA StatiCa Stahlanwendungen gearbeitet. Müssen Sie Ihre <strong>eigenen Schweißelektroden</strong> definieren und verwenden? Kein Problem mehr! Was ist, wenn Sie <strong>Schweißnähte mit der vollen Stärke des verbundenen Materials</strong> bemessen müssen? Wir haben die Lösung für Sie! Und das alles mit nur einem Klick. Wenn es um die Konstruktion geht, wollen Sie sicher sein, dass Ihre Konstruktion alles abdeckt, was abgedeckt werden muss. Wir unterstützen Sie mit einem <strong>verbesserten FEM-Modell für Stumpfnähte</strong>, einer <strong>einfachen Visualisierung der Schweißnahtprüfung</strong> in der Grafik und einem neuen Satz von <strong>Warnungen und Empfehlungen für die Überprüfung der Details</strong>.</p>\n<p>Sie haben uns nach einer einfachen Möglichkeit gefragt, entworfene Verbindungen in Ihr Zeichenprogramm zu übertragen. Wir haben aufmerksam zugehört und eine <strong>IFC-Export</strong> Funktion in die IDEA StatiCa Connection Anwendung implementiert. Die IFC-Datei enthält <strong>alle notwendigen Informationen über Materialien, Platten, Schrauben und Schweißnähte</strong>.</p>\n<p>Aber das ist noch nicht alles, die Liste geht noch weiter. Nehmen Sie an dem Webinar teil, und erfahren Sie mehr.</p>\n<h3>IDEA StatiCa für Stahl bietet jetzt:</h3>\n<ul>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">Connection Library – die größte Datenbank mit herunterladbaren Stahlverbindungen</a></li>\n <li><a data-item-id=\"fd5bef4c-e557-461f-83a9-e7895e4cb0e0\" href=\"\">Export einer IFC-Datei aus IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"7b304893-2abe-4b0b-8ef2-5b0a4a55ac23\" href=\"\">Feuerwiderstand - automatische Temperaturberechnung</a></li>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Schweißnähte - Autodesign, Eingabe, Warnungen, Darstellung</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Eingabe und Darstellung der Schubkraftposition</a> (seit Patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Reduzierung der Streckgrenze für Hohlprofile aus hochfestem Stahl</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Warnungen für Schweißnähte und Schrauben, die dieselben Platten verbinden</a> (seit Patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Erkennung von Füllplatten (Packplatte)</a> (seit Patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailverbesserungen für Schrauben und Schweißnähte im Eurocode</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Einschränkungen bei der Überprüfung von Verankerungen</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"51f637a2-2c12-4e17-ba60-b4d4457f04f8\" href=\"\">Member – starre Auflager (RSM)</a></li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singularitätserkennung in Member</a> (seit Patch 23.0.3)</li>\n</ul>\n<figure data-asset-id=\"65717544-38ad-43e3-a228-6935fb23bade\" data-image-id=\"65717544-38ad-43e3-a228-6935fb23bade\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e7b88f4c-58bb-4c96-b923-c3eb29d0d28b/Fire%20design_2.png\" data-asset-id=\"65717544-38ad-43e3-a228-6935fb23bade\" data-image-id=\"65717544-38ad-43e3-a228-6935fb23bade\" alt=\"\"></figure>\n<h2>Neues für Beton und Vorspannung</h2>\n<p>Die<strong> neue Benutzeroberfläche</strong> bringt ein Facelifting von IDEA StatiCa Detail. Aber es geht nicht nur darum. Dank der Überarbeitung <strong>läuft die Anwendung viel flüssiger</strong> und der <strong>Workflow ist viel schneller</strong> als zuvor. Und, als Sahnehäubchen, ist die Benutzeroberfläche der Beton- und Stahlanwendungen nun einheitlich.</p>\n<p>Manchmal ist es viel einfacher, die B<strong>ewehrung über die DXF-Datei zu importieren</strong>, als sie manuell einzustellen. Und dank der neuesten Verbesserung können Sie die globale Weite von Polylinien in der Zeichensoftware einstellen, eine <strong>Mehrfachauswahl der importierten Bewehrung</strong> vornehmen und so das Modell nicht mehr verändern, da <strong>die Software die globale Weite automatisch als Bewehrungsdurchmesser betrachtet</strong>.</p>\n<p>Und nicht zuletzt haben wir die <strong>Interaktions-Normprüfung in der RCS Anwendung</strong> verbessert, um Ihnen <strong>genauere Ergebnisse</strong> zu liefern, wenn Sie die Wirkung von Normalkraft, Schubkraft, Biege- und Torsionsmoment kombinieren.</p>\n<h3>IDEA StatiCa für Beton und Vorspannung bietet jetzt:</h3>\n<ul>\n <li><a data-item-id=\"5679b927-4f44-4875-be28-5342542fef8e\" href=\"\">Neues, intuitives Menüband und Navigationssystem für Detail</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Verbesserungen bei der Interaktionsnormprüfung in RCS</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"ee577133-34f8-4ce8-91f9-6f1c2b3c6dba\" href=\"\">Importieren von Bewehrungen aus DXF-Dateien in Detail</a></li>\n</ul>\n<figure data-asset-id=\"2fd145fc-0bb8-4875-8c7a-2e601f7cef85\" data-image-id=\"2fd145fc-0bb8-4875-8c7a-2e601f7cef85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d910fbaa-06aa-49ae-8985-0eae0f3c1141/GUI%20of%20the%20Detail%20app.png\" data-asset-id=\"2fd145fc-0bb8-4875-8c7a-2e601f7cef85\" data-image-id=\"2fd145fc-0bb8-4875-8c7a-2e601f7cef85\" alt=\"\"></figure>\n<h2>Neues für BIM-Links und Cloud-Tools</h2>\n<p>In Version 23.1 können Sie nun auf unsere neue BIM-Verknüpfung mit <strong>SDS2 </strong>von Allplan zugreifen, sowie auf ein IDEA StatiCa-Plugin für das<strong> Rhino Grasshopper</strong>-Tool.</p>\n<p>Darüber hinaus haben wir die<strong> neue BimApi-Lösung</strong> verwendet, um <strong>BIM-Links zu AXIS VM7</strong> <strong>und Autodesk Robot</strong> <strong>Structural Analysis 2024</strong> zu erstellen, was eine <strong>stabilere Verbindung</strong> zwischen den Anwendungen ermöglicht.</p>\n<p>Darüber hinaus kann Ihr Arbeitsablauf effizienter gestaltet werden, wenn Sie die Option der <strong>parametrischen Bemessung</strong> in IDEA StatiCa Connection nutzen. Wir haben mehrere neue Funktionalitäten hinzugefügt, um den ohnehin schon schnellen Entwurf<strong> noch schneller und benutzerfreundlicher </strong>zu machen!</p>\n<h3>IDEA StatiCa bietet jetzt:</h3>\n<ul>\n <li><a data-item-id=\"06245986-c2b4-418b-9cc4-4293cd8ef1bd\" href=\"\">IDEA Grasshopper Plugin</a></li>\n <li><a data-item-id=\"27e518e3-63ef-4833-9697-67939922ccc8\" href=\"\">Neuer BIM Link mit SDS2 von Allplan</a></li>\n <li><a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">Benutzerfreundlichkeit im parametrischen Design</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"3c53aabc-4cfb-4ede-b6c7-ce1f0426ed69\" href=\"\">BimApi Lösung für AXIS VM 7, Robot Structural Analysis</a> (seit Patch 23.0.1)</li>\n <li><a data-item-id=\"32eee9f7-135f-46c5-8b98-19fa9d4b466c\" href=\"\">Neue Website zur API-/Entwicklerdokumentation</a></li>\n</ul>\n<figure data-asset-id=\"6e217278-f222-4b0f-8158-04403eaeb043\" data-image-id=\"6e217278-f222-4b0f-8158-04403eaeb043\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2b13bcd5-d749-459c-9c63-1f6360716606/Parametric%20design.png\" data-asset-id=\"6e217278-f222-4b0f-8158-04403eaeb043\" data-image-id=\"6e217278-f222-4b0f-8158-04403eaeb043\" alt=\"\"></figure>\n<p><br></p>\n<p>Registrieren Sie sich kostenlos und nehmen Sie an dem Live-Webinar am <strong>Dienstag, den 21. November 2023, um 11:00 Uhr MEZ</strong> (Berliner Zeit, UTC+1) teil.</p>"
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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_12faece\"></object>\n<h2>Neues für Stahl</h2>\n<p><strong>Geschwindigkeit</strong>, <strong>Präzision</strong> und <strong>Übersichtlichkeit</strong> sind das Gebot der Stunde für unsere Steel-Anwendungen in IDEA StatiCa 23.0. Für diejenigen unter Ihnen, die nach <strong>mehr Transparenz in Ihren Dokumentationen</strong> suchen, haben wir weitere Funktionen und <strong>Verbesserungen in die Berichte</strong> aufgenommen . Beispielsweise können Sie nicht nur Dinge wie Exzentrizitäten sehen, die aufgrund der Ausrichtung einer Platte zur anderen hinzugefügt wurden, sondern Sie können <strong>auch die Lasteffekte sehen</strong>, unabhängig davon, ob sie am Anfang des Elements oder am Ende beginnen. Sollten Sie außerdem versehentlich auf die Registerkarte \"Bericht\" klicken, wird der Bericht nicht automatisch generiert, was garantiert einige ernsthafte Frustrationen vermeidet! </p>\n<p><strong>Haben wir schon die AISC-Präqualifikationsprüfungen für seismische Bemessung erwähnt?</strong> So können Sie bereits in der 3D-Szene die Grenzen erkennen und eventuelle Probleme in Ihren Modellen sofort beheben, wobei alles in den Prüftabellen und im Bericht deutlich angezeigt wird.</p>\n<p>Mit unserem beeindruckenden <strong>neuen Netzgenerator</strong> erhalten Sie noch genauere Ergebnisse mit verbesserter Zuverlässigkeit und einem schöneren Netz. Offene Bereiche sind jetzt standardmäßig feiner vernetzt, sodass Sie sicherere Ergebnisse als je zuvor erzielen können.</p>\n<h3>Codecheck mehr mit transparenten Eingaben</h3>\n<ul>\n <li><a data-item-id=\"d0b2eca2-e40d-4ac8-bf4e-d2d0f8e09fbf\" href=\"\">Geschweißte Abschnitte</a></li>\n <li><a data-item-id=\"631d598a-81dd-48e5-845d-61c3b9ab37f8\" href=\"\">Detaillierte Modell- und Lastberichte</a></li>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Eignungsprüfungen von seismischen präqualifizierten Verbindungen für AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Aktualisierung der Standards ANSI/AISC 360-22, CSA S16:19</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Anker mit Abstand</a> (seit Patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-Aktualisierungen für dünnwandige Stäbe und Anker</a></li>\n</ul>\n<h3>Intuitive und schnelle Modellierung</h3>\n<ul>\n <li><a data-item-id=\"62e15cb6-276e-431a-a040-e72dad44d713\" href=\"\">Arbeitsebenenreferenz in LCS</a></li>\n <li><a data-item-id=\"4abe0b86-91da-4171-b82a-7617a756d12c\" href=\"\">Gruppierung von Operationen und andere Änderungen im Baum</a></li>\n <li><a data-item-id=\"9a886d33-a7d3-4036-9dc6-33a9802e5293\" href=\"\">Querschnitt-Suchfeld</a></li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Kantenindizierung in Member- und Connection Modellen</a></li>\n <li><a data-item-id=\"038ec4ea-5c1f-4d8a-b202-9b16b1b27ad8\" href=\"\">Leere Verbindungen in Member</a></li>\n <li><a data-item-id=\"bc486465-b71b-4b7c-a2c6-528bb8f8cf09\" href=\"\">Last in der Oberfläche Warnung in Member</a></li>\n <li><a data-item-id=\"de1f52a3-5f44-4e7c-89f2-b46494910966\" href=\"\">Auflager mit Versatz in Member</a></li>\n</ul>\n<h3>Geschwindigkeit und Präzision</h3>\n<ul>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Extreme Lasten Auswahl</a> (since patch 22.1.3)</li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Reibungslose Ergebnisse mit präziser Vernetzung</a></li>\n <li><a data-item-id=\"094f55d1-82eb-438e-9058-5e34c3f5c533\" href=\"\">Schnelle Berechnungszeit und Neuzeichnung der Ergebnisse</a></li>\n <li><a data-item-id=\"1007c4e1-c23d-4ea6-b3a6-6e7f0c62f107\" href=\"\">Fußplatte verlängert über Betonblock</a> (seit Patch 22.1.1)</li>\n <li><a data-item-id=\"9c1d5d0b-188b-4127-b3d4-db1edae7f141\" href=\"\">3D-Präsentation: Szenenoptionen</a></li>\n</ul>\n<h3>Neuigkeiten für Beton und Vorspannung</h3>\n<p>Unsere Verbesserungen im Bereich Beton sind wirklich praktisch und international. Und die anspruchsvolleren Beton-Anwender unter Ihnen werden sich freuen zu hören, dass wir die automatische Berechnung der <strong>äquivalenten Zeit für die langfristige Durchbiegung</strong> in der Anwendung Beam eingeführt haben. Und was ist mit den internationalen Updates? </p>\n<p>Obwohl das metrische System in Europa weit verbreitet ist, wird in den USA und im Nahen Osten immer noch das imperiale System verwendet. Wenn Sie früher in der Anwendung Detail neue Elemente auf das Modell angewendet haben, die in metrischen Einheiten waren, aber alles in imperialen Einheiten dargestellt wurde, erhielten Sie Abmessungen mit vielen Nachkommastellen. Das ist jetzt nicht mehr der Fall. Ab der Version 23.0 können die <strong>Abmessungen entsprechend dem von Ihnen bevorzugten Einheitensystem gerundet</strong> werden.</p>\n<p>Es ist jetzt auch möglich, einen Nachweis der Spannungsbegrenzung zu führen, <strong>um irrelevante Spannungsspitzen für SLS-Nachweise von Beton zu ignorieren</strong>, was vollständig <strong>mit dem Eurocode übereinstimmt.</strong> Sie erhalten einen 100%igen Norm-Nachweis mit einer Warnung über vernachlässigte Teile, während Sie trotzdem vollkommen sicher sind.</p>\n<p>IDEA StatiCa Member erfreut sich auch eines ernsthaften Netz-Updates in Form eines <strong>Dreieck-Netzes</strong>. Dies hat den Vorteil, dass das Netz viel größer ist und die Ergebnisse weniger netzsensitiv sind. Außerdem ist die Berechnung aufgrund der geringeren Anzahl an finiten Elementen schneller, die <strong>Darstellung der Ergebnisse ist schneller und das Ansprechverhalten der Anwendung ist ebenfalls besser</strong>.</p>\n<h3>Die Verbesserungen in Concrete und Prestressing umfassen:</h3>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Nachweis der Spannungsbegrenzung in Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementierung von Langzeitverlusten in Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbesserungen für ACI 318-19 in Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Imperiale Rundungsverbesserungen in Detail</a></li>\n <li><a data-item-id=\"ee04978a-935a-4434-8f76-3fe19363de98\" href=\"\">Realistische Bewehrungslayouts in Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Äquivalente Zeit für die Durchbiegung in Beam</a> (seit Patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Dreieckiges Netz in Beton Member</a></li>\n</ul>\n<h4>Kleinere Verbesserunge</h4>\n<ul>\n <li>Schnellere Berechnung um bis zu 25 % in Detail (wieder!)</li>\n <li>Übergangslänge zu SLS für vorgespannte Spannglieder in Detail hinzugefügt</li>\n <li>GMNIA-Analyse in Member enthält jetzt den Norm-Nachweis von Schub und Torsion</li>\n</ul>\n<h3>Neuigkeiten für BIM-Links</h3>\n<p>BIM-Interkonnektivität von IDEA StatiCa-Anwendungen mit Software von Drittanbietern gibt es schon seit einiger Zeit. Die Abdeckung der Marken und Produkte ist wirklich breit, mit dreizehn hauseigenen Lösungen und mehreren weiteren, die auf der Seite unserer Partner entwickelt wurden. Der Fokus für Version 23.0 lag also nicht auf der Anzahl der Links, sondern auf der <strong>Qualität und Zuverlässigkeit</strong> . Was sich geändert hat, ist die Art und Weise, wie wir Daten aus anderen Anwendungen lesen und verwenden. Das bedeutet, dass unsere Benutzer keine Überraschungen in Sonderfällen und Arbeitsabläufen erleben sollten.</p>\n<p>Unsere <strong>neue BimApi-Lösung wird innerhalb des BIM-Portfolios kontinuierlich verbreitet</strong> , und der Load-Mapping-Algorithmus hat die neue Generation der Verbindungserkennung <strong>erreicht .</strong></p>\n<ul>\n <li><a data-item-id=\"3ca1ccb1-f505-4f62-b742-8a3bc7ed223c\" href=\"\">BIM-Verknüpfung mit RFEM 6 und RSTAB 9</a> (seit Patch 22.1.4)</li>\n <li><a data-item-id=\"d8e4c647-8d9b-461c-be50-c792319ee1da\" href=\"\">Einheitliche BimApi-Lösung – Advance Steel, SAP2000, ETABS</a></li>\n <li><a data-item-id=\"df9b3ad5-296c-4918-b9b5-7bdfdbe88574\" href=\"\">Load-Mapping-Algorithmus zum Importieren von Stahlverbindungen</a> (seit Patch 22.1.1) </li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Automatische Auswahl kritischer Lastkombinationen</a> (seit Patch 22.1.3)</li>\n <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisches Design mit der Registerkarte „Entwickler“ einrichten</a></li>\n</ul>\n<p>Wenn Sie die Kompatibilität mit Ihrer speziellen Anwendung überprüfen möchten, werfen Sie einfach einen Blick auf unsere Liste der aktiv <a data-item-id=\"e873105b-3b44-4df1-8466-5ef8796f59e0\" href=\"\">unterstützten Versionen in 23.0</a> .</p>\n<h3>Cloud & Lizenzierung & Alle Anwendungen</h3>\n<p>Die größte Neuigkeit in der Cloud ist, dass <strong>Web Connection Browser in Connection Library umbenannt wurde</strong> . Das war die Entscheidung nach vielen Marktforschungen darüber, wie wir die Bibliothek benutzerfreundlicher und intuitiver gestalten und ihren Arbeitsablauf optimieren können.</p>\n<p><strong>Das Benutzerportal wurde auch verbessert</strong> , um die Produktversion, Länderanalysen und die Meldung von Lizenzkollisionen zu melden, und das Lizenzierungssystem hat eine erhöhte Stabilität, wodurch <strong>alle damit verbundenen Supportfälle eliminiert werden</strong> .</p>\n<ul>\n <li><a data-item-id=\"84c424ca-9ec8-4456-a862-cd9b2f27c59a\" href=\"\">Connection Browser wird in Connection Library umbenannt</a></li>\n <li><a data-item-id=\"ae72fe21-865c-4680-921d-72a8ab494407\" href=\"\">Benutzerportal – Admin-Protokolle, zuletzt aktiv, Versionsverfolgung</a></li>\n <li><a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">IDEA StatiCa Basisplan</a></li>\n</ul>\n<h2>Gelöste Fälle</h2>\n<p>Sehen Sie sich die aktuelle <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">Liste der gelösten Fälle</a> an , die von unseren Kunden gemeldet wurden.</p>\n<h3>Vollständige Versionshinweise</h3>\n<p><strong>Nachfolgend können Sie die Versionshinweise</strong> für IDEA StatiCa v23.0 im PDF-Format herunterladen .</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cf207dda_f13b_0169_26c7_73f514c9da14\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0793f416_f289_0165_b898_0bdc26191c8f\"></object>"
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"value": "<h2>Highlights der Version 23.1</h2>\n<p>Für Stahl haben wir viel für die<strong> Fehlerbehebung und Berichterstellung</strong> getan - Schweißnähte, Lastpositionen und Detailkontrollen. IDEA StatiCa Member verfügt jetzt über einen Eingabeassistenten und die Möglichkeit, starre Auflager auszuwählen, was Ihre Eingaben stark beschleunigt und Fehlerquellen minimiert. Die <strong>Feuerwiderstandsberechnung</strong> von Verbindungen beinhaltet nun auch die automatische Berechnung der Temperaturen. </p>\n<p>IDEA StatiCa Connection ermöglicht jetzt auch das <strong>Generieren von IFC-Dateien</strong>, einschließlich aller Schrauben, Schweißnähte und Materialien. Ingenieure können Verbindungsentwürfe mit Konstrukteuren austauschen. Unsere Cloud-App <strong>Connection Library</strong>, die weltweit größte Online-Datenbank für Stahlverbindungen, ermöglicht das <strong>Herunterladen und Wiederverwenden</strong> von Verbindungsdateien in der Desktop-App.</p>\n<p><strong>IDEA StatiCa Detail</strong>, unsere Lösung für die Bemessung von Betonwänden und -details, wurde einer kompletten <strong>Überarbeitung der Benutzeroberfläche</strong> unterzogen. Ein neues Design der Icons und des Menübandes, neue Modellierungsbefehle, eine bessere 3D-Darstellung und mehr Optionen für die Berichterstellung - all das beschleunigt Ihre Arbeit erheblich.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fb685539_c22e_01d2_ff06_96bcfe194737\"></object>\n<h2>Bemessung von Stahlverbindungen</h2>\n<ul>\n <li><a data-item-id=\"fd5bef4c-e557-461f-83a9-e7895e4cb0e0\" href=\"\">Export einer IFC-Datei aus IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"7b304893-2abe-4b0b-8ef2-5b0a4a55ac23\" href=\"\">Feuerwiderstand - automatische Temperaturberechnung</a></li>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Schweißnähte - Autodesign, Eingabe, Warnungen, Darstellung</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"acaf2460-d59c-48fa-b682-764610d63a22\" href=\"\">Die einheitlichen Symbole und das Menüband von IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">Connection Library – </a><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">die größte Datenbank mit herunterladbaren Stahlverbindungen</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Eingabe und Darstellung der Schubkraftposition</a> (seit Patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Reduzierung der Streckgrenze für Hohlprofile aus hochfestem Stahl</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Warnungen für Schweißnähte und Schrauben, die dieselben Platten verbinden</a> (seit Patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Erkennung von Füllplatten (Packplatte)</a> (seit Patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailverbesserungen für Schrauben und Schweißnähte im Eurocode</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Einschränkungen bei der Überprüfung von Verankerungen</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Detaillierte Berechnung der Materialwerte für die Verbindungsbemessung, die in der Ergebnistabelle der Platten angezeigt werden</a></li>\n <li>AISC Stahl- und Schraubenwerkstoffe für AISC360-22 (seit Patch 23.0.4)</li>\n</ul>\n<h2>Bemessung von Stahlbauteilen</h2>\n<ul>\n <li><a data-item-id=\"51f637a2-2c12-4e17-ba60-b4d4457f04f8\" href=\"\">Member – </a><a data-item-id=\"51f637a2-2c12-4e17-ba60-b4d4457f04f8\" href=\"\">starre Auflager (RSM)</a></li>\n <li><a data-item-id=\"4485e112-0800-43dd-aa97-a50c144d5d87\" href=\"\">Verstärkung bestehender Stahlbauteile</a></li>\n <li><a data-item-id=\"7c6e400b-9efb-4833-8cf7-66e95fc680cf\" href=\"\">Modellierungsassistent für typische Anwendungsfälle in Member</a></li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singularitätserkennung in Member</a> (seit Patch 23.0.3)</li>\n</ul>\n<h2>Entwurf von Wänden, Details und Querschnitten</h2>\n<ul>\n <li><a data-item-id=\"5679b927-4f44-4875-be28-5342542fef8e\" href=\"\">I</a><a data-item-id=\"5679b927-4f44-4875-be28-5342542fef8e\" href=\"\">ntuitives Menüband und Navigationssystem für </a><a data-item-id=\"5679b927-4f44-4875-be28-5342542fef8e\" href=\"\">IDEA StatiCa Detail</a>, inklusive,\n <ul>\n <li>Navigationsbaum, der alle Elemente des Modells an einem Ort enthält</li>\n <li>Einfaches Hinzufügen, Kopieren, Löschen oder Umbenennen von Objekten</li>\n <li>Filterbare spezifische Bewehrungselemente für mehr Übersichtlichkeit</li>\n <li>Sortierbare Objekte in der Baumstruktur basierend auf der gewählten Hierarchie</li>\n <li>Leicht zu findende Werkzeuge helfen Ihnen bei der Planung der Bewehrung</li>\n </ul>\n </li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Verbesserungen bei der Interaktionsnormprüfung in RCS</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"ee577133-34f8-4ce8-91f9-6f1c2b3c6dba\" href=\"\">Importieren von Bewehrungen aus DXF-Dateien in </a><a data-item-id=\"ee577133-34f8-4ce8-91f9-6f1c2b3c6dba\" href=\"\">IDEA StatiCa Detail</a></li>\n <li><a data-item-id=\"605deda1-c4b4-4050-9f9a-99dd7dcc89a1\" href=\"\">Bond model for SLS in Detail</a></li>\n</ul>\n<h2>BIM-Links und Weiterbildung</h2>\n<p>BIM-Links reduzieren die Modellierungszeit, verringern die Anzahl der Copy-Paste-Fehler und lösen Probleme bei der Datenübertragung. In Version 23.1 können Sie nun auf unsere neue BIM-Verknüpfung mit <strong>SDS2</strong> von Allplan sowie auf ein IDEA StatiCa-Plugin für das <strong>Rhino Grasshopper</strong>-Tool zugreifen.</p>\n<ul>\n <li><a data-item-id=\"06245986-c2b4-418b-9cc4-4293cd8ef1bd\" href=\"\">IDEA StatiCa</a> <a data-item-id=\"06245986-c2b4-418b-9cc4-4293cd8ef1bd\" href=\"\">Grasshopper Plugin</a></li>\n <li><a data-item-id=\"27e518e3-63ef-4833-9697-67939922ccc8\" href=\"\">Neuer BIM Link mit SDS2 von Allplan</a></li>\n <li><a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">Benutzerfreundlichkeit im parametrischen Design</a> (seit Patch 23.0.2)</li>\n <li><a data-item-id=\"3c53aabc-4cfb-4ede-b6c7-ce1f0426ed69\" href=\"\">BimApi Lösung für AXIS VM 7, Robot Structural Analysis</a> (seit Patch 23.0.1)</li>\n <li><a data-item-id=\"32eee9f7-135f-46c5-8b98-19fa9d4b466c\" href=\"\">Neue Website zur API-/Entwicklerdokumentation</a></li>\n <li>Überprüfen Sie die Kompatibilität mit Ihrer Software in der Liste der <a data-item-id=\"253fe4ea-28e8-425a-8ec3-73c43794ef66\" href=\"\">unterstützten Versionen in 23.1</a></li>\n</ul>\n<p>Um Sie bei der <strong>Anwendung von IDEA StatiCa</strong> zu unterstützen, haben wir den <a data-item-id=\"9b649ffb-9cc1-48a3-b827-442f7cdd2af5\" href=\"\"><strong>Campus umgestaltet</strong></a>, der Ihnen E-Learning-Kurse zum Selbststudium bietet, von denen jeder die Möglichkeit bietet, eine Zertifizierung auf professioneller Ebene zu erwerben.</p>\n<h2>Alle Versionshinweise</h2>\n<p>Nachfolgend können Sie die <strong>Versionshinweise</strong> für IDEA StatiCa 23.1 (EN) im PDF-Format herunterladen.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25392898_6311_01a1_76ff_a833849ea0e7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n71735d23_ba9e_0195_b67c_f1e8f0ade6f3\"></object>"
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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": "<p>Es gibt kein einziges Dokument, das als parametrisches Entwurfspaket dient, in dem alle erforderlichen Informationen auf einer Seite zusammengefasst sind. Aus diesem Grund wurde ddie Wissensdatenbank erstellt, um alle erforderlichen Informationen zu zentralisieren.</p>\n<h2>Tutorials für parametrisches Konstruieren in IDEA StatiCa</h2>\n<h3>IDEA StatiCa Connection</h3>\n<ul>\n <li><a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\">Parametrisches Konstruieren in IDEA StatiCa Connection - Grundlagen (01)</a></li>\n <li><a data-item-id=\"f777f172-6707-48b3-8ac9-7a4dee412002\" href=\"\">Parametrisches Entwerfen in IDEA StatiCa Connection - Fortgeschrittene (02)</a></li>\n <li><a data-item-id=\"9de8af5b-882a-496a-bdbf-33bcd3562170\" href=\"\">Bündige Stirnplattenverbindungen mit Momentausgleich (AISC)</a></li>\n</ul>\n<h3>IDEA StatiCa RCS</h3>\n<ul>\n <li><a data-item-id=\"c6fad1bd-fbec-4ba9-ae69-c3e7f6d39d25\" href=\"\">RCS-API - Rissbreitenstudie</a></li>\n <li><a data-item-id=\"130aca37-74ad-4166-9726-bdcf1d076f43\" href=\"\">RCS-API - Empfindlichkeitsstudie der Bewehrung</a></li>\n</ul>\n<h3>Rhino & Grasshopper</h3>\n<ul>\n <li><a data-item-id=\"6411ffb5-e2e5-4239-857c-eaa1649348c8\" href=\"\">Grasshopper API link - wie man eine IDEA StatiCa IOM Datei für Importe erstellt</a></li>\n <li><a data-item-id=\"db414bfe-240b-4860-9269-f086bd3abd18\" href=\"\">Grasshopper API-Link - Importieren und Berechnen eines parametrischen Verbindungsmodells</a></li>\n <li><a data-item-id=\"1e5d3ae7-a852-49e7-865c-57bcb3b8b500\" href=\"\">Grasshopper API link - parametrische Optimierung einer Verbindungsnaht</a></li>\n <li><a data-item-id=\"0e094ed1-acf5-4461-a175-3129011c9f73\" href=\"\">Grasshopper API-Link - Massenberechnung von Stahlverbindungen</a></li>\n <li><a data-item-id=\"6c34c916-d995-436b-88cf-a43e9b5b0646\" href=\"\">Grasshopper API-Link - Kostenabschätzung</a></li>\n <li><a data-item-id=\"8973b075-5ec6-4ab0-b746-b0a5cdbf6087\" href=\"\">EDGE Amsterdam West - parametrischer Entwurf in Grasshopper</a></li>\n</ul>\n<h2>Anmerkungen zur Veröffentlichung</h2>\n<ul>\n <li><a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">Parametrischer Entwurf für Stahlverbindungen</a></li>\n <li><a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX-Funktionen in der parametrischen Bemessung</a></li>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Parametrische Vorlagen in der Verbindungsbibliothek</a></li>\n</ul>\n<h2>Blog-Beiträge</h2>\n<ul>\n <li><a data-item-id=\"29c56cd6-b15f-4e50-b864-f4acca59bc12\" href=\"\">Entwerfen Sie Verbindungen mit nur wenigen Klicks!</a></li>\n</ul>\n<h2>GitHub</h2>\n<ul>\n <li><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">GitHub</a></li>\n</ul>"
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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>Warum dies für Ingenieure wichtig ist</h2>\n<p>Jahrelang hat sich der Entwurf von Verbindungen oft wiederholt. Selbst wenn eine ähnliche Verbindung bereits modelliert worden war, mussten Ingenieure von vorne anfangen oder eine bestehende Verbindung stark modifizieren. Mit der <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">Version 25.0</a> beseitigt IDEA StatiCa diese Problematik. Die Kombination aus einer modernen Benutzeroberfläche, einer umfangreichen Vorlagenbibliothek und anpassbaren Firmensets bedeutet, dass Ingenieure <strong>schneller beginnen</strong>, <strong>weniger ändern</strong> und <strong>sich mehr auf technische Entscheidungen konzentrieren können - und nicht auf die Bedienung einer Software</strong>.</p>\n<p>Aber das ist noch nicht alles...</p>\n<p>Sobald Sie Connection in IDEA StatiCa starten, sehen Sie den brandneuen Verbindungsassistenten.</p>\n<p>Dieser ist eine Fortsetzung des UI-Themas, an dem wir in den letzten 12 Monaten gearbeitet haben. Wir haben auf Ihre Wünsche gehört und diese genutzt, um einen konsistenten und kohärenten Ansatz für das Verbindungsdesign zu implementieren.</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>Dadurch haben Verbindungsdesigner nun Zugang zu wesentlich mehr Ausgangsvorlagen als zuvor. Mit einer größeren Auswahl geht natürlich auch eine größere Flexibilität einher, die bei der Eingrenzung Ihrer Suche ebenfalls erforderlich ist.</p>\n<p>Sobald Sie die Grundgeometrie definiert haben, können Sie die Suche nach einer geeigneten Verbindung mit einem einfachen Suchbegriff, wie z. B. \"Rippe\", verfeinern. Die Ergebnisse werden umgehend angezeigt, was weniger Wartezeit und einen besseren Ausgangspunkt für Ihren ersten Entwurf bedeutet.</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>Wie bereits erwähnt, wird dieser Entwurfsauswahlprozess durch die Verbindungsbibliothek unterstützt, die es Unternehmen ermöglicht, die ihren Mitarbeitern zur Verfügung stehenden Entwurfsvorlagen einzuschränken, so dass Unternehmensstandards eingehalten werden können.</p>\n<h2>Wie Firmensets Konformität und Konsistenz sicherstellen</h2>\n<p>Dank <a href=\"https://www.ideastatica.com/support-center/company-sets-selection-in-the-connection-browser\">Firmensets</a> können Unternehmen vordefinieren, welche Vorlagen für ihre Designer sichtbar sind, editierbare Parameter einschränken und interne Standards in großem Umfang durchsetzen. Das bedeutet:</p>\n<ul>\n <li>Es können nur zugelassene Verbindungstypen verwendet werden</li>\n <li>Schraubenklassen, Abstände und Materialien entsprechen den internen Spezifikationen</li>\n <li>Weniger Abweichungen zwischen Teams und Büros</li>\n <li>Eingebaute Qualitätskontrolle, ohne dass eine zusätzliche Aufsicht erforderlich ist</li>\n</ul>\n<p>Für Unternehmen mit mehreren Niederlassungen oder Teams, die in regulierten Umgebungen arbeiten, ist dies ein entscheidender Faktor für die Reduzierung von Fehlern und die Vereinfachung der Qualitätskontrolle.</p>\n<p>Die Verbesserungen gehen weiter, und es ist jetzt noch einfacher zu sehen, welche Vorlagen parametrischen Inhalt haben.</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>Mit Hilfe von Parametern lassen sich bestimmte Aspekte einer Verbindung leichter steuern, wie z. B. :</p>\n<ul>\n <li>Schraubensorte</li>\n <li>Stahlwerkstoff</li>\n <li>Blechstärken</li>\n</ul>\n<p>Sie können aber auch Funktionen kombinieren, um Beziehungen innerhalb von Verbindungen zu steuern. Weitere Informationen über parametrisches Design finden Sie in unserem Campus-Kurs - <a data-item-id=\"acb9dab8-dc6f-4723-8238-8f22891a6500\" href=\"\">Grundlagen in IDEA Parametric Design</a>.</p>\n<p>Parameter können den gesamten Konstruktionsprozess vereinfachen, indem sie sowohl Unternehmen als auch Konstrukteuren mehr Kontrolle darüber geben, was und wie konstruiert werden kann.</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>Dazu gehören Dicken, die nur einmal statt mehrmals eingestellt werden müssen, Schraubenabstände, die aus der Anzahl der Schrauben abgeleitet werden... die Möglichkeiten sind nur durch Ihre Phantasie begrenzt.</p>\n<h2>Wie parametrische Vorlagen die Geschwindigkeit in der Praxis erhöhen</h2>\n<p>Hier geht es nicht nur um Flexibilität, sondern auch um die Beseitigung von Redundanzen. Einmalige Einstellung von Dicken, die dann auf mehrere Komponenten angewendet werden können? Automatisches Anpassen von Schweißnähten oder Schraubenreihen auf der Grundlage parametrischer Regeln? Das ist nicht nur clevere Modellierung, sondern auch <strong>Zeit, die Sie nicht</strong> mit wiederholten manuellen Bearbeitungen <strong>verschwenden</strong> müssen. Und da die Parameter in wiederverwendbare Vorlagen eingebettet sind, wird Ihre technische Auslegung <strong>von Projekt zu Projekt</strong> übertragen.</p>\n<p>Mit IDEA StatiCa 25.0 verbessern wir nicht nur die Benutzeroberfläche, sondern verändern auch Ihre Erfahrungen mit der Verbindungsplanung:</p>\n<ul>\n <li><strong>Schnellerer Start</strong> mit über 200 validierten Vorlagen</li>\n <li><strong>Bleiben Sie compliant</strong> mit Company Sets, die Ihre Standards festschreiben</li>\n <li><strong>Weniger Anpassungen</strong> dank der eingebetteten parametrischen Steuerung</li>\n <li><strong>Sicheres Design</strong> - alle Vorlagen sind vollständig Norm-konform</li>\n</ul>\n<p>Und das Ergebnis? 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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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"type": "multiple_choice",
"value": []
}
}