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Name: KBA - DIY - How to build Standard Steel Connection Workset in IDEA StatiCa
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"value": "<p>L'Eurocode spécifie plusieurs modes de rupture des tiges et des semelles en béton et les divise selon leur type de charge. Dans <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a>, on pouvait déjà évaluer les tiges avec certaines limitations : il fallait faire des évaluations manuellement.</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>En même temps, il était impossible de prendre en compte le ferraillage des blocs de béton. Ceci change maintenant avec IDEA StatiCa Detail 3D, qui ajoute plus de possibilités. IDEA StatiCa Detail 3D n'offre pas d'évaluations habituelles définies dans la norme pour le béton standard. Cependant, avec l'analyse MEF, nous pouvons vérifier si le béton armé satisfait la charge spécifiée et si <strong>la rupture du béton qui correspondrait </strong>à ces conditions est empêchée. Les applications fonctionnent indépendamment et peuvent être utilisées séparément, mais grâce au <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">lien entre Connection et Detail</a>, il est également possible d'utiliser Detail uniquement comme calcul complémentaire.</p>\n<p>Passons maintenant aux conditions de l'Eurocode une par une et les possibilités offertes par les applications.</p>\n<h2>Effort de traction</h2>\n<p>L'Eurocode divise le premier type de charge (<strong>effort de traction</strong>) en 6 cas possibles de rupture de tige ou de bloc de béton (a, b, c, d, e, f) et deux autres pour les semelles avec ferraillage (g, h).</p>\n<p>L'image ci-dessous montre schématiquement quel type de rupture vous pouvez évaluer avec l'application Connection et quel comportement peut être ajusté par l'utilisation de béton armé et, par conséquent, l'analyse dans Detail. IDEA StatiCa Connection utilise des formules empiriques de l'Eurocode (EN 1992-4-7.2.1) pour la conception des ancrages <strong>(CBFEM)</strong>, tandis que IDEA StatiCa Detail est entièrement basé sur la méthode des éléments finis <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM)</strong></a>. Certaines options d'évaluation se chevauchent donc dans les deux applications, mais toujours avec une méthode différente.</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>Les méthodes mises en œuvre dans le logiciel permettent seulement l'utilisation du béton standard dans Connection, tandis que <strong>seulement les semelles en béton armé peuvent être considérées dans Detail</strong>.</p>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Les principales hypothèses et limites de l'analyse pour IDEA StatiCa Detail 3D sont énumérées dans l'article <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Limites connues</a>.</p>\n<h4>a) Rupture d'acier</h4>\n<p>La rupture d'acier des tiges<strong> chargées en traction</strong> est vérifiée dans les deux applications. La résistance à la traction de la tige est vérifiée dans Connection selon la formule suivante :</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>Dans Detail, les tiges sont vérifiées comme les barres de ferraillage ordinaires selon les diagrammes contrainte-déformation définis pour des matériaux particuliers tout en utilisant la valeur de la déformation limite de 5% au maximum (calculée selon l'effet de raidissement par traction, voir plus d'informations dans la Base théorique).</p>\n<h4>b) Rupture du cône de béton</h4>\n<p>La rupture du cône de béton peut être vérifiée dans Connection. Cependant, dans Connection, l'application ne peut prendre en compte que le <strong>béton standard</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>Par conséquent, en cas de rupture du cône de béton, il convient de passer à IDEA StatiCa Detail où il est possible d'effectuer une analyse de l'ensemble du bloc de béton armé. La résistance à la traction du béton est négligée de manière conservatrice, ce qui signifie que la capacité portante en cas de rupture du cône est déterminée par la quantité de ferraillage spécifiée de manière significative. Dans l'image ci-dessous, vous pouvez voir les <strong>directions des contraintes principales</strong> qui indiquent la forme du cône mentionné ci-dessus. Dans la partie droite, vous pouvez voir les valeurs des contraintes de béton qui sont comparées avec les valeurs limites.</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) Rupture par arrachement</h4>\n<p>Cette vérification n'est disponible dans Connection que pour certains cas (voir la première image dans cet article). Une évaluation supplémentaire est nécessaire pour les tiges mécaniques post-installées.</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>Dans Detail, il est possible de mettre en place des <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">tiges par adhérence</a> et spécifier la résistance d'adhérence de conception selon leurs paramètres techniques. Les tiges seront ensuite vérifiées sur la base de ces paramètres. (Applicable uniquement pour le béton armé).</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) Rupture par arrachement et rupture de béton des moyens d'assemblage adhérents</h4>\n<p>Cette rupture ne peut être détectée que dans Detail où les contraintes de béton et les zones d'ancrage sont évaluées à l'aide de 3D CSFM. Le mécanisme de la rupture combinée par arrachement et du béton dans Detail est basé sur les principes définis ci-dessus et son évaluation fait partie de la vérification de la résistance du béton et de l'ancrage. (Applicable uniquement pour le béton armé).</p>\n<h4>e) Rupture fragile de béton</h4>\n<p>Il n'est pas possible de l'évaluer dans Connection. Dans Detail, la rupture fragile est généralement un problème de béton standard où l'utilisation de ferraillage empêche sa production. En même temps, il est possible de voir les contraintes et déformations du ferraillage en compression ou traction et aussi du béton en compression dans l'application Détail.</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) Rupture par éclatement de béton</h4>\n<p>Pour le béton standard, une vérification empirique selon l'Eurocode dans Connection est 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>Pour les éléments avec ferraillage, il est possible d'utiliser Detail. La rupture par éclatement du béton est couverte par l'analyse de la résistance du béton lorsque les contraintes de traction sont transférées uniquement par le ferraillage (comme mentionné plusieurs fois ci-dessus).</p>\n<h4>Vérifications supplémentaires pour les blocs de béton armé :</h4>\n<p>Pour les semelles armées, une évaluation supplémentaire de ferraillage est nécessaire. La rupture d'acier du ferraillage et la rupture d'ancrage du ferraillage font partie de l'évaluation du ferraillage dans Detail.</p>\n<p><strong>g) Rupture d'acier du ferraillage</strong></p>\n<p><strong>h) Rupture d'ancrage du ferraillage</strong></p>\n<h2>Charge de cisaillement</h2>\n<p>L'Eurocode divise le deuxième type de charge<strong> </strong>(<strong>effort de cisaillement</strong>) en 4 cas possibles de rupture de tige ou de bloc de béton (a, b, c, d) et deux autres pour les semelles armées (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>L'image ci-dessous montre <strong>schématiquement</strong> quel type de rupture vous pouvez évaluer avec l'application Connection et quel comportement peut être ajusté par l'utilisation de béton armé et, par conséquent, l'analyse dans Detail. IDEA StatiCa Connection utilise des formules empiriques de l'Eurocode (EN 1992-4-7.2.2) <strong>pour la conception d'ancrage </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM)</strong></a>. Tous les types de rupture causés par l'effort de cisaillement peuvent être évalués dans l'application Connection.</p>\n<figure data-asset-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" data-image-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5929bf71-34da-46ae-b406-852cc91bcfc6/28.png\" data-asset-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" data-image-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" alt=\"\"></figure>\n<p>Dans IDEA StatiCa Detail 3D, le cisaillement peut être transféré par frottement, tiges ou bêches. Il est important de préciser que seules les semelles sont évaluées. Les tiges et bêches doivent être vérifiées dans Connection ou ailleurs. Encore une fois, il faut souligner que seul le béton armé est autorisé.</p>\n<h4>a) Rupture d'acier sans bras de levier</h4>\n<p>La rupture d'acier sans bras de levier des tiges chargées en cisaillement n'est vérifiée que dans Connection. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</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>L'évaluation n'est pas possible dans Detail.</p>\n<h4>b) Rupture d'acier avec bras de levier</h4>\n<p>La rupture d'acier avec bras de levier des tiges chargées en cisaillement n'est vérifiée que dans Connection. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</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>L'évaluation n'est pas possible dans Detail.</p>\n<h4>c) Rupture par effet de levier du béton</h4>\n<p>La rupture par effet de levier du béton des tiges chargées en cisaillement n'est vérifiée que dans Connection. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</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>La capacité de cisaillement de béton à travers le pied de poteau est ensuite évaluée dans l'application Detail.</p>\n<h4>d) Rupture du bord de béton</h4>\n<p>La rupture du bord de béton des tiges chargées en cisaillement n'est vérifiée dans Connection que pour le béton standard. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</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>La rupture du bord de béton peut être vérifiée dans Detail (béton armé uniquement).</p>\n<h4>Vérifications supplémentaires pour les blocs de béton armé :</h4>\n<p>Pour les semelles armées, une évaluation supplémentaire de ferraillage est nécessaire. La rupture d'acier du ferraillage et la rupture d'ancrage du ferraillage font partie de l'évaluation du ferraillage dans Detail.</p>\n<p><strong>e) Rupture d'acier du ferraillage supplémentaire</strong></p>\n<p><strong>f) Rupture d'ancrage du ferraillage supplémentaire</strong></p>\n<h2>Conclusion</h2>\n<p>L'avantage le plus significatif peut être trouvé dans des exemples tels que l'ancrage près d'un bord et d'autres cas où le béton standard ne correspond pas à la charge requise. Il faut spécifier que les tiges et bêches doivent faire l'objet d'une évaluation supplémentaire dans Connection, mais ensemble, ces deux outils fournissent une solution complète.</p>\n<p>En raison de la méthode et de la manière dont l'application est conçue, l'<strong>application Detail ne convient qu'aux semelles armées.</strong></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. 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"value": "<h3>Anchor design in Connection</h3>\n<p>For some time now, it has been possible to model and assess the anchoring of steel beams/columns to a concrete block in IDEA StatiCa Connection. The ability to model anchors with hooks has been added to the recently released version 24.1. The empirical formulas from the Eurocode (EN 1992-4 and EN 1993-1-8) are used to assess the different failure modes of anchors and concrete. However, due to the lack of information on some types of anchors and the fact that reinforcement in the concrete block cannot be taken into account, some failure modes cannot be fully assessed. However, the user is advised of the following statement.</p>\n<figure data-asset-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\" data-image-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac0b00ac-3e0a-4f81-8fc5-4732be81e27b/codecheck%20fail.png\" data-asset-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\" data-image-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\" alt=\"\"></figure>\n<h3>3D CSFM in Detail application</h3>\n<p>Previously, users had to add manual calculations for some cases. To eliminate these deficiencies, it is now possible to export the model from Connection to Detail. This involves transferring the geometry and parameters of the concrete block, footplate and anchors including the applied load. In Detail, it is then possible to model the reinforcement into the concrete block and perform a non-linear finite element calculation (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>The checks are then not based on standard Eurocode formulas, but directly assess the stresses and strains in the concrete and reinforcement determined by taking into account the code-compliant material characteristics.</p>\n<p>In this webinar, we will present the entire anchoring design workflow and explain the modeling specifics in a practical demonstration.</p>\n<h3>What's next?</h3>\n<p>Learn more about standard anchoring design in IDEA StatiCa applications:</p>\n<ul>\n <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">How to use the Hilti PROFIS Engineering plugin</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Theoretical background for code-checks of anchors</a></li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import of anchoring from Connection to Detail</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Theoretical background for structural design of concrete 3D discontinuities</a></li>\n</ul>\n<h2>Webinar recording</h2>"
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"value": "<h1>Structural design of concrete 3D discontinuities in IDEA StatiCa Detail</h1>\n<h2>Introduction to the 3D CSFM method</h2>\n<p><a href=\"#general-introduction\">General introduction for the structural design of concrete 3D details</a><br>\n<a href=\"#main-assumptions-and-limitations\">Main assumptions and limitations</a><br>\n<a href=\"#mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM\">Mohr-Coulomb plasticity theory implementation in 3D CSFM</a><br>\n<a href=\"#general-mechanics-assumptions-for-3D-CSFM\">General mechanics assumptions for 3D CSFM</a></p>\n<h2>Analysis model of IDEA StatiCa 3D Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">Introduction to finite element implementation</a><br>\n<a href=\"#general-finite-element-types\">General finite element types</a><br>\n<a href=\"#load-transfer-devices\">Load transfer devices</a><br>\n<a href=\"#concrete-meshing-in-3D-CSFM\">Meshing in 3D CSFM</a><br>\n<a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Solution method and load-control algorithm for 3D CSFM</a><br>\n<a href=\"#presentation-of-3D-results\">Presentation of 3D results</a><br>\n<a href=\"#model-imported-from-idea-statica-connection\">Model imported from IDEA StatiCa Connection</a></p>\n<h2>Model verification</h2>\n<p><a href=\"#limit-states\">Limit states</a></p>\n<h3>Structural verifications according to EUROCODE</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-EN\">Material models in 3D CSFM (EN)</a><br>\n- <a href=\"#partial-safety-factors\">Partial safety factors</a><br>\n- <a href=\"#ultimate-limit-state-checks\">Ultimate limit state checks</a></p>\n<h3>Structural verifications according to ACI 318-19</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-ACI\">Material models in 3D CSFM (ACI)</a><br>\n- <a href=\"#strength-reduction-and-load-factors\">Strength reduction and load factors</a><br>\n- <a href=\"#strength-verifications\">Strength verifications</a></p>\n<h3>Structural verifications according to AS 3600</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-AUS\">Material models in 3D CSFM (AUS)</a><br>\n- <a href=\"#stress-and-strength-reduction-factors-and-load-factors\">Stress and strength reduction factors and load factors</a><br>\n- <a href=\"#strength-and-anchorage-verifications\">Strength and anchorage verifications</a></p>\n<p><br></p>\n<p><br></p>\n<h1>Introduction to the 3D CSFM method</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b03faaef_b4f1_010d_1fd1_edf6dd647e42\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___general_introdu\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2c23365_3b66_01a0_abd7_41cc7a5d855b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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In order for the 3D CSFM to meet the requirements from ACI 318-19 Section 6.8.1.2, a lot of verification testing was done at various universities. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9f39b9ca_50c0_015a_2c43_8759ed607707\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models_3d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1d1efe19_0968_013b_6544_5bd3d06f14aa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_reduct\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b9c02246_d04c_0146_3699_3c2b4bf9c86d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys\"></object>\n<p><br></p>\n<p><br></p>\n<h1>Structural verifications according to Australian standard AS 3600</h1>\n<p>The CSFM is a structural analysis method that satisfies the general rules in Chapters 6.1.1 and 6.1.2 and is defined as (f) non-linear stress analysis in Chapter 6.1.3 - further in Chapter 6.6. </p>\n<p>In order to satisfy the requirements in Sections 6.6.4 and 6.6.5 - more can be found in AS3600:2018 Sup 1:2022 Section C6.6 - verification and validations of the method were done. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<p>Since IDEA StatiCa Detail is a practical design program, factored characteristic compressive cylinder strength at 28 days <em>f'c</em> is used for calculations, as is described in the next chapter.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9420be53_2547_0180_5def_d6e20b5be7b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a6ca427_5a30_01fc_5334_3f6d024f40b9\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d__stress_reduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cd5aad70_8155_0111_d25f_c72e153f21e5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys_f37d2d9\"></object>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<h2>Verifications and validations</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<h3>References</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determination of Mohr–Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412–419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb—Rankine material model for concrete. <em>Eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853–887.</li>\n <li>Fan, Q.; Gu, S.C.; Wang, B.N.; Huang, R.B. Two Parameter Parabolic Mohr Strength Criterion Applied to Analyze The Results of the Brazilian Test. <em>Appl. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630–634.</li>\n</ol>"
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"value": "<p>Every industry faces its own challenges when it comes to base plate design. Let's take a look at the top five most common: </p>\n<ul>\n <ul>\n <li>Buildings - <a href=\"#cast-in-place-anchors\">Base plates with cast-in place anchors</a></li>\n <li>Telecommunications - <a href=\"#plates-with-grout-or-gaps\">Plates with grout or gaps</a></li>\n <li>Architectural details - <a href=\"#embedded-plates\">Embedded plates</a></li>\n <li>Retrofit projects - <a href=\"#plates-with-post-insatlled-adhesive-anchors\">Plates with post-installed anchors</a></li>\n <li>Large infrastructure projects - <a href=\"http://plates-on-edges-or-corners\">Plates on edges or corners of concrete blocks</a></li>\n </ul>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n638a4660_7250_01e0_4300_8b7de1f6a87a\"></object>\n<h2>1. Base Plates with Cast-in Place Anchors</h2>\n<p>Common in new construction, <strong>base plates with cast-in anchors</strong> rely on pre-positioned anchors that are poured together with the foundation. These are straightforward to install, but they require accurate <strong>checks for anchor tension, shear, and concrete breakout, as per ACI 318</strong>. These plates are typically used in commercial buildings, multi-story frames, warehouse columns, pipe racks, and equipment supports.</p>\n<figure data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8e92ce3-cd82-460b-9c03-27d966175e3c/Cast-in%20Place%20Anchors.png\" data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" alt=\"Concrete and cast-in place anchors\"></figure>\n<p><em>source: Smart Steel building</em></p>\n<p>In <a href=\"https://www.ideastatica.com/connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Connection</a>, you can model the column, plate, anchors, and concrete block as a unified system. The software evaluates anchor tension and shear, plate stresses, and force distribution under realistic loading. When reinforcement detailing or breakout geometry becomes critical, the model can be exported to <a href=\"https://www.ideastatica.com/support-center/full-functionalities-of-detail-3d\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>Detail 3D</strong></a>, where full <a data-item-id=\"31b902c9-4e85-44cf-a657-0bc288d40521\" href=\"\">anchor-reinforcement</a> interaction and concrete checks are performed.</p>\n<figure data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f90c2e-2a8d-422b-9c54-3c4f9d1c88cd/Connection%20app.png\" data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" alt=\"IDEA StatiCa Connection App and Detail 3D App\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26dcb6ea_0f94_0164_dd13_01f82190bda8\"></object>\n<h2>2. Plates with Grout or Gaps</h2>\n<p>Plates installed over grout or with gaps are commonly used to level and adjust column elevations. Even small gaps can alter bearing contact and load transfer, often increasing demands on anchors if contact is partial. These configurations are frequently found in lighting poles, traffic and highway signs, communication towers, and power transmission monopole projects.</p>\n<figure data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b2554004-d08b-4197-acf4-7536d4ae3a66/Base%20plates%20with%20gap.png\" data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" alt=\"Base plates with gap, steel and concrete\"></figure>\n<p>In <strong>Connection</strong>, the user can define a gap or mortar layer directly under the base plate. IDEA StatiCa automatically simulates the plate-to-concrete contact and adjusts anchor checks based on your desired parameters. </p>\n<figure data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/aa025151-f01d-4d67-9455-c06bc4b25217/Stand%20off_00.png\" data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" alt=\"Stand off direct, mortar joint with nuts from top view\"></figure>\n<p>If the design fails under unreinforced concrete assumptions or in more complex situations, the connection can be modeled directly in <strong>Detail 3D</strong> to include reinforcement and advanced concrete behavior. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4eeccd92_5982_01f1_8b97_12d85373c75f\"></object>\n<h2>3. Embedded Plates</h2>\n<p>Embedded plates are used in both structural and architectural design, connecting steel framing to concrete structures, façade systems, elevator rails, stair stringers, and MEP (mechanical, electrical, and plumbing) supports. These connections transfer loads through welds or studs embedded in concrete and often include reinforcing bars tied into the structure.</p>\n<figure data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/872236db-7014-4d16-8e46-2aecb96166ee/download.jpg\" data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\" alt=\"embedded plates steel concrete\"></figure>\n<figure data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4c7ee73-b2c4-4483-a847-c01e93270e51/IMG_1641.webp\" data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\" alt=\"embedded plates in concrete\"></figure>\n<p>In IDEA StatiCa<strong> Connection</strong>, embed plates can be modeled with welded steel elements and anchors fully integrated into the concrete block. The load transfer between steel and concrete is simulated automatically, capturing both plate stresses and anchor load distribution. </p>\n<p>When the plate is tied to reinforcement or complex load paths exist within the concrete, exporting to <strong>Detail 3D</strong> enables full-depth modeling of the embedment, reinforcement anchorage, and surrounding concrete stress fields.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6aaa3251_4bc6_01e1_1393_b5db76c9a237\"></object>\n<h2>4. Plates with Post-Installed Adhesive Anchors</h2>\n<p>Base plates using adhesive anchors are frequently applied when connecting to existing foundations. They are especially used during retrofits, platform upgrades, equipment installations, industrial modification projects, and RFI's. These require careful consideration of bond strength, spacing, and edge distances to ensure safe load transfer.</p>\n<p>In <strong>Connection</strong>, users can assign <a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">post-installed anchors </a>during the installation process. While the bond strength itself is not evaluated within Connection, all other anchor checks are performed.</p>\n<figure data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6eaa290f-ce8e-45d7-8118-c916fbfff829/adhesive%20cover%20image%202.png\" data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" alt=\"Adhesive anchors\"></figure>\n<p>In <strong>Detail 3D</strong>, engineers can define the adhesive bond strength and add reinforcement in the concrete block to perform a complete analysis check, including bond failure and concrete cone check. This functionality is fully supported in the Connection–Detail 3D integration, allowing engineers to design adhesive anchor plates efficiently and accurately.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd909f7d_1ac9_01ab_3a6f_de3b5a0f9587\"></object>\n<h2>5. Plates on Edges or Corners of Concrete Blocks</h2>\n<p>Designing plates positioned along concrete edges or corners can be a challenging task. Uneven load transfer and stress concentrations near edges often lead to conservative designs or the need for custom reinforcement layouts. Common applications include Infrastructure projects, column bases near edges or openings, and mechanical equipment.</p>\n<p>In IDEA StatiCa<strong> </strong>Connection, engineers can model these <a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">multi-surface plates</a> and define the geometry of the concrete block, including edge distances and plate orientation.</p>\n<figure data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/26ff29d2-8d72-4f45-abcb-f3ab77a1a15e/multiple%20base%20plates%20analysis.PNG\" data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" alt=\"Multiple base plates analysis\"></figure>\n<p>For detailed reinforcement and multi-plane concrete stress analysis, the model can be exported to <strong>Detail 3D</strong>, which provides a complete 3D representation of both concrete faces, ensuring accurate simulation of combined bearing and breakout effects.</p>\n<h2>Summary of Base Plate Design Capabilities in IDEA StatiCa</h2>\n<p>The table below provides an overview of all the base plate configurations currently supported in <strong>IDEA StatiCa</strong>, ranging from modeling in <strong>Connection</strong> or <strong>Detail 3D </strong>only to full <strong>Connection–Detail 3D integration</strong>. This table serves as a quick reference for understanding which tool or combination of tools best suits each type of connection and the level of analysis currently possible. Keep an eye on this table as IDEA StatiCa continues to expand its capabilities!</p>\n<figure data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/863241ee-8aee-4c63-aef3-ce1d8ccbda39/table.png\" data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" alt=\"Summary of IDEA StatiCa capabilities\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b51aedea_ce8a_013d_2420_4edae215beed\"></object>"
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"value": "<h2>Anchor type selection for better understandability</h2>\n<p>When defining the anchor configurations, there is now a <strong>two-step anchor selection process</strong> in IDEA StatiCa Connection, designed to improve clarity, consistency, and user control. The new workflow separates the <strong>installation process</strong> from the <strong>anchor type</strong>, making it easier for designers to select the correct anchoring method and ensuring a unified experience between the Connection and Detail applications.</p>\n<p>Anchor definition now follows a two-step logic:</p>\n<ol>\n <li><strong>Installation process selection</strong> – first define whether the anchor is <em>Post-installed</em> or <em>Cast-in-place</em></li>\n <li><strong>Anchor type selection</strong> – based on the installation process, relevant anchor types become available:\n <ul>\n <li><em>Post-installed</em>: Threaded rod, <a href=\"#25-1-general-anchors\">General anchor</a></li>\n <li><em>Cast-in place</em>: Washer plate (Rectangular or Circular), Hooked anchor, <a href=\"#25-1-cast-in-plates\">Headed stud</a>, <a href=\"#25-1-cast-in-plates\">Reinforcement</a></li>\n </ul>\n </li>\n</ol>\n<figure data-asset-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" data-image-id=\"36de9b66-79c6-4526-b257-6c5a40605425\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8ef83f7b-6a45-4031-bf5a-8bc3d21d4779/Anchor-types%201.png\" data-asset-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" data-image-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" alt=\"anchor types\"></figure>\n<p>The feature is implemented in all operations supporting anchor definition, including <strong>Base Plate </strong>and <strong>Fastener Grid or</strong> <strong>Contact</strong> operations.</p>\n<p><em>Released in </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa version 25.1</em></a><em>.</em></p>\n<h2>Embed plates </h2>\n<p>IDEA StatiCa Connection introduces comprehensive support for <strong>embed plates anchored with headed studs and reinforcement</strong> in IDEA StatiCa Connection. This enhancement allows designers to perform anchorage checks directly in the application without relying on external tools. The implementation follows the provisions of <strong>ACI 318-25</strong>, enabling verification of both tension and shear resistance for cast-in connections.</p>\n<h3>Headed studs</h3>\n<p>A device type for <strong>headed studs</strong> can be found under the <em>Design</em> tab. The shear force transfer is limited to the <em>Anchors</em> option, with <em>Direct</em> stand-off only. Supported materials include <strong>ASTM A108 Types A & B</strong>, ensuring compatibility with standard construction practice. Headed studs are defined by diameter, material, head diameter, and embedment depth, with visualization indicating the plate embedded in concrete.</p>\n<figure data-asset-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" data-image-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0e06aa35-44d9-4abc-89fa-b87f8a4ba330/headed%20stud.jpg\" data-asset-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" data-image-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" alt=\"headed stud cast in plate\"></figure>\n<p>Implemented design checks follow <strong>ACI 318-25 </strong> and cover the following:</p>\n<ul>\n <li>Tension\n <ul>\n <li>Anchor tensile resistance: ACI 318-25 - 17.6.1</li>\n <li>Concrete breakout resistance of anchor in tension: ACI 318-25 - 17.6.2</li>\n <li>Concrete pullout resistance: ACI 318-25 - 17.6.3</li>\n <li>Concrete sideface blowout resistance: ACI 318-25 - 17.6.4</li>\n </ul>\n </li>\n <li>Shear\n <ul>\n <li>Shear resistance ACI 318-25 – 17.7.1</li>\n <li>Concrete pryout resistance: ACI 318-25 – 17.7.3</li>\n <li>Interaction of tensile and shear forces in concrete: ACI 318-25 – 17.8.3</li>\n <li>Interaction of tensile and shear forces in steel: ACI 318-25 – 17.8.4</li>\n </ul>\n </li>\n</ul>\n<h3>Reinforcement</h3>\n<p>An option for <strong>reinforcement anchorage</strong> is also introduced in the <em>Design</em> tab. Again, the shear force transfer is limited to the <em>Anchors</em> option, with <em>Direct</em> stand-off only. </p>\n<p>The only available shape is the L-bar, using materials already implemented in the concrete apps (ACI 318). Reinforcement properties include diameter, material, embedment depth, and hook length.</p>\n<figure data-asset-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" data-image-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/525d7d46-16d1-4a38-a828-a29d7748591b/Cast-in%20plates%203.png\" data-asset-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" data-image-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" alt=\"cast in plates anchoring design\"></figure>\n<p>Design checks follow <strong>ACI 318-25</strong>, covering</p>\n<ul>\n <li>Tension\n <ul>\n <li>Anchor tensile resistance: ACI 318-25 – 20.2.2</li>\n <li>Concrete breakout resistance of anchor in tension: ACI 318-25 – 17.6.2</li>\n <li>Concrete pullout resistance: ACI 318-25 – 25.4.3</li>\n </ul>\n </li>\n <li>Shear\n <ul>\n <li>Shear resistance: ACI 318-25 – 20.2.2</li>\n <li>Concrete pryout resistance: ACI 318-25 – 17.7.3</li>\n <li>Interaction of tensile and shear forces in concrete: ACI 318-25 – 17.8.3</li>\n <li>Interaction of tensile and shear forces in steel: ACI 318-25 – 17.8.4</li>\n </ul>\n </li>\n</ul>\n<p><strong>Limitations</strong>: It is not possible to define different directions of specific rebars. The group of rebars, together with the cast-in plate, can only be rotated as a whole using the rotation parameter of the base plate.</p>\n<h3>Combining headed studs and reinforcement </h3>\n<p>In case of higher load, the <strong>headed studs and reinforcement can be combined</strong>. This is practically modeled using the <em>Fastener Grid</em> or <em>Contact</em> operation.</p>\n<figure data-asset-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" data-image-id=\"24810a51-77d3-4737-a406-c1b20d4af998\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9deaeabc-67b2-4dfc-938b-9e13c543904f/combined%20anchors.jpg\" data-asset-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" data-image-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" alt=\"combined anchors cast in plates design\"></figure>\n<p>The redistribution of tension and shear is among all anchors based on their stiffness. The users can‘t change the force distribution (SCI 416).</p>\n<p>The checks are evaluated in line with <strong>CEB-FIP Bulletin 58</strong>, marking anchors as failed, even below 100% utilization. The other steel component checks remain available (except anchoring). 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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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e1c65205_c1f2_0134_2be0_b26491fcf402\"></object>\n<p>A côté des <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">points saillants de la version 25.1</a>, lisez la liste complète des nouvelles fonctionnalités :</p>\n<h2>Conception de béton</h2>\n<p><strong>Detail</strong></p>\n<p>Analyse 3D</p>\n<ul>\n <li><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Types d'ancrage (goujons filetés, rondelles, barres d'armature lisses)</a></li>\n <li><a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Mise à jour des platines encastrées</a></li>\n <li><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Options de platines d'ancrage</a></li>\n <li><a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Tiges ancrées au pied de poteau et référencées au centre</a></li>\n <li><a data-item-id=\"b01780a3-d07a-4184-bc1a-29a87b138150\" href=\"\">Tronçon d'un élément en acier pour le transfert de charge</a></li>\n <li><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Norme australienne pour l'ancrage</a></li>\n</ul>\n<p>Analyse 2D</p>\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Tendons non adhérents</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Barres d'armature lisses</a></li>\n <li><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Norme australienne de précontrainte</a></li>\n</ul>\n<p>Améliorations courantes</p>\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Représentation avancée des résultats</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" href=\"\">Classes de béton du Royaume-Uni</a></li>\n</ul>\n<p><strong>Poutre</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Résultats du déversement inclus dans Beam et la</a> <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">définition de la rigidité</a> <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">en torsion</a></li>\n</ul>\n<h2>Conception de l'acier</h2>\n<p>Améliorations de la conception d'ancrage</p>\n<ul>\n <ul>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Sélection du type de tige pour une meilleure compréhension</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Platines encastrées (Eurocode)</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Ancrage sur différents plans</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Deux pieds de poteau (opérations) dans un bloc</a></li>\n <li><a href=\"#25-1-general-anchors\">Base de données des tiges générales</a></li>\n </ul>\n</ul>\n<p>Améliorations des modèles de conception</p>\n<ul>\n <ul>\n <li><a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">Plusieurs modèles applicables à un seul modèle</a></li>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Améliorations de l'ensemble prédéfini</a></li>\n <li><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Importation en lot de modèles dans </a><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Connection Library</a></li>\n </ul>\n</ul>\n<p>Personnalisation de vos projets</p>\n<ul>\n <ul>\n <li><a data-item-id=\"dfedaf85-c16f-5228-849c-0bfe09e9e8d1\" href=\"\">Sauvegarde des valeurs par défaut des rapports pour chaque projet Connection</a></li>\n <li><a data-item-id=\"fc7429d6-2d0e-4c32-88cb-524670adfca0\" href=\"\">Sauvegarde de la section transversale générale dans MPRL</a></li>\n </ul>\n</ul>\n<p>Améliorations régionales</p>\n<ul>\n <ul>\n <li><a data-item-id=\"4c575079-beba-4d10-90b2-9d559dc4dbd2\" href=\"\">Ajout de sections WT à la bibliothèque (AISC)</a></li>\n <li><a data-item-id=\"4c575079-beba-4d10-90b2-9d559dc4dbd2\" href=\"\">Mise en œuvre de l'ACI 318-25 (AISC)</a></li>\n <li><a data-item-id=\"4c575079-beba-4d10-90b2-9d559dc4dbd2\" href=\"\">Vérifications de l'ancrage dans la norme indienne (IS)</a></li>\n <li><a data-item-id=\"4c575079-beba-4d10-90b2-9d559dc4dbd2\" href=\"\">Nouvelles langues - 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"value": "<h2>Points forts de la version 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7160c9a4_8eeb_0140_7e83_09ca93b1e66f\"></object>\n<h2>Conception du béton</h2>\n<ul>\n <li>La <strong>conception des ancrages est étendue</strong> avec <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">platines encastrées</a>, <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">piédestals des poteaux et formes générales de fondement</a>. Tout cela avec de <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">nouveaux modèles d'assistants</a>.</li>\n <li>La <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\"><strong>norme ACI</strong></a> est mise en œuvre pour les ancrages, avec une nouvelle exportation de Connection vers 3D Detail.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\"><strong>Conception de la précontrainte selon ACI 318-19</strong></a><strong> et la </strong><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">norme australienne</a> ajoutées à 2D Detail.</li>\n <li>Calcul des <strong>tâches 3D 4x plus rapide</strong>, démarrage de l'application plus rapide avec la nouvelle scène 3D.</li>\n <li><a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\"><strong>Nouveau lien entre Beam et Detail</strong></a> pour les <strong>préfabriquants. Les résultats de déversement </strong>de <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>Beam sont reliés avec RCS</strong></a><strong>.</strong></li>\n</ul>\n<h2>Conception des assemblages en acier</h2>\n<ul>\n <li>L<a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\"><strong>'assistant a</strong> <strong>été refait</strong></a> pour <strong>prendre en charge</strong> <strong>plus de 200</strong> modèles paramétriques d'<strong>assemblages les plus typiques</strong>.</li>\n <li>Les <strong>bibliothèques personnelle et d'entreprise</strong> sont accessibles à partir de l'assistant par la boîte de recherche.</li>\n <li>Les <a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>modèles paramétriques</strong></a> ont été améliorés, réduisant les données nécessaires à quelques paramètres. Une nouvelle possibilité de <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\"><strong>combiner des modèles paramétriques avec des opérations personnalisées</strong></a>.</li>\n <li><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>Sections transversales</strong></a> en acier personnalisées et <strong>partageables</strong><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>, stockées dans MPRL</strong></a>.</li>\n <li>Assemblages boulonnés avec <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\"><strong>ouvertures oblongues avec</strong> <strong>sélection de platines (en lot).</strong></a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Améliorations régionales</strong></a><strong> </strong>– soudures PJP pour EC, version de la norme ACI 318-19 et ancrage pour la norme GB (Chine). La langue anglaise de nos outils est adaptée aux spécificités régionales des marchés britannique et américain.</li>\n <li>Partage du modèle structural par <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\"><strong>Viewer directement à partir de Connection</strong></a>. Performance de la <strong>scène 3D 10x plus rapide</strong> pour les assemblages complexes avec le soutien des nouvelles informations du modèle sur les <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">blocs de béton d'ancrage, bêches</a> ou attributs des tiges.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Les capacités de Viewer</strong></a><strong> </strong>ont été étendues grâce aux <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">informations supplémentaires</a> sur les tiges et blocs de béton.</li>\n</ul>\n<h2>BIM et Checkbot</h2>\n<ul>\n <li><a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\"><strong>Les nouveaux flux de travail en lot de Checkbot</strong></a><strong> </strong>importent jusqu'à 1000 modèles de nœuds et <strong>regroupent automatiquement des assemblages</strong> avec la sélection des <strong>effets de charge critiques</strong>. Calcul et génération de rapports en un seul clic.</li>\n <li>Status clair des nœuds visible directement dans la scène 3D grâce à l'enregistrement automatique de Connection.</li>\n <li>Lien BIM avec <strong>Tekla Structures</strong> avec <a data-item-id=\"e6865842-1664-4015-aa16-70e79c700dba\" href=\"\">prise en charge complète des modèles d'ancrage</a>.</li>\n <li>Nouveau <a data-item-id=\"6fdde728-ceeb-4fdf-b42f-21f2fc86f40b\" href=\"\"><strong>lien BIM avec Midas NX</strong></a><strong> </strong>et <a data-item-id=\"4a748abe-c756-476c-a510-7a800fd062e7\" href=\"\"><strong>plug-in Grasshopper</strong></a> mis à jour avec la nouvelle Connection API.</li>\n <li>Vérifiez la compatibilité avec votre logiciel dans la liste des <a data-item-id=\"7b02dc99-b67b-4c35-8eef-c99b48e28860\" href=\"\"><strong>versions autorisées dans 25.0.</strong></a></li>\n</ul>\n<h2>Facilité d'utilisation et octroi de licences</h2>\n<ul>\n <li><a data-item-id=\"31249a64-d058-4a63-ae77-bdb65da4d67e\" href=\"\"><strong>La nouvelle application Launcher</strong></a>, la fenêtre initiale de la boîte à outils IDEA StatiCa, offre les informations et actualités les plus pertinentes pour chaque utilisateur.</li>\n <li>Le Portail d'utilisateur offre de nouvelles options en libre-service aux administrateurs de licences pour la <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#self-service\"><strong>gestion des comptes utilisateurs</strong></a><strong>,</strong> ainsi qu'un <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#activity-score\"><strong>score d'activité</strong></a> des utilisateurs et un tableau de bord de formation en ligne mis à jour.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f4c66408_e173_0187_758d_0b6acbcbbdff\"></object>"
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"urlSlug": "notes-de-publication-idea-statica-22-1",
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{
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"linkId": "da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c",
"urlSlug": "loads-in-equilibrium-by-default",
"type": "support_center_article"
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{
"codename": "rn_22_0__fatigue_improvements",
"linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8",
"urlSlug": "fatigue-analysis-how-the-results-are-displayed",
"type": "support_center_article"
},
{
"codename": "rn_21_1__through_bolts_for_hollow_sections_warning",
"linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3",
"urlSlug": "through-bolts-for-hollow-sections-warning",
"type": "support_center_article"
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{
"codename": "rn22_0__update_of_eccentricity_definition_of_norma",
"linkId": "293fcced-8994-4a81-a805-88267657c66a",
"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_0",
"linkId": "29c317b9-212a-4207-8b4f-16d75c99ea4d",
"urlSlug": "release-notes-idea-statica-22-0",
"type": "support_center_article"
},
{
"codename": "rn_21_1__bearing_type_options_for_bolts",
"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
},
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
"type": "support_center_article"
},
{
"codename": "rn_22_0__connection_browser_ii",
"linkId": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"urlSlug": "company-sets-selection-in-the-connection-browser",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_1",
"linkId": "6e8b2b16-b334-4518-9317-cf64b8503410",
"urlSlug": "release-notes-idea-statica-steel-concrete-21-1",
"type": "support_center_article"
},
{
"codename": "section_model_view___drawings___sketches____copy_",
"linkId": "521c376f-96f7-4217-b0ee-29cc1d404d34",
"urlSlug": "mise-a-jour-du-solutionneur-cbfem",
"type": "support_center_article"
},
{
"codename": "condensed_elements",
"linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
"urlSlug": "condensed-superelements-invisible-but-essential",
"type": "blog_post"
},
{
"codename": "differences_in_results_between_version_21_and_olde",
"linkId": "d6b52773-3d62-47c6-b200-ea5d94f669b8",
"urlSlug": "analysis-model-improvements-in-idea-statica-version-21-0",
"type": "support_center_article"
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{
"codename": "release_notes_idea_statica_21_0_d5c25f3",
"linkId": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50",
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{
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"linkId": "8f9596de-f78e-4169-ad3a-79d88ef7bd6f",
"urlSlug": "an-improved-model-of-contacts",
"type": "support_center_article"
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{
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"linkId": "040fcb75-d544-4d75-bc49-182d150177d7",
"urlSlug": "butt-welds-upgraded-model",
"type": "support_center_article"
},
{
"codename": "rn_20_1__bolt_bearing_distances__en_",
"linkId": "26804761-f112-4709-a9a5-4f54410ddc34",
"urlSlug": "bolt-bearing-distances-for-eurocode",
"type": "support_center_article"
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{
"codename": "rn_20_1__connecting_plate_eccentricity",
"linkId": "16cdb752-6f79-408d-81b6-cc33f0b41778",
"urlSlug": "connecting-plate-eccentricity",
"type": "support_center_article"
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{
"codename": "release_notes_idea_statica_steel_20_1",
"linkId": "28c5e551-7dcf-4aed-93a1-97e001d6f3bc",
"urlSlug": "release-notes-idea-statica-steel-20-1",
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{
"codename": "release_notes_idea_statica_concrete_20_1",
"linkId": "79ff8a70-a79d-483c-8ce8-218a5f43cadc",
"urlSlug": "release-notes-idea-statica-concrete-20-1",
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{
"codename": "release_notes_idea_statica_steel_20",
"linkId": "4ba1aea8-5819-4504-bfc7-717be84625d1",
"urlSlug": "release-notes-idea-statica-steel-20",
"type": "support_center_article"
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{
"codename": "release_notes_idea_statica_concrete_20",
"linkId": "2c50b5cb-2dde-450d-89bd-989d1b561084",
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"value": "<h2>Compatibilité des versions</h2>\n<p>La version du logiciel IDEA StatiCa (par exemple 22.1.3.0789) est décrite par un numéro composé de la version majeure (22), la version mineure (.1), le numéro de correctif (.3) et le numéro de build (.0789).</p>\n<p>Chaque version majeure et mineure des applications IDEA StatiCa modifie les données du projet et les rend impossibles à utiliser dans les versions précédentes. Cela signifie que si vous créez ou enregistrez un projet dans la version 22.1, vous ne pouvez pas l'ouvrir dans la version 22.0.</p>\n<p>Cependant, les correctifs de la même version sont compatibles, donc si vous créez ou sauvegardez un projet dans le correctif 22.1.3, vous pouvez toujours l'ouvrir dans le correctif 22.1.0.</p>\n<p>Le <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a> génère toujours des fichiers de projet dans la dernière version de IDEA StatiCa et le dernier correctif publié.</p>\n<h2>Ouvrir un ancien projet dans une version plus récente</h2>\n<p>Les modèles conçus dans des versions antérieures de IDEA StatiCa peuvent présenter des différences lorsque vous passez à la version la plus récente. Lors de la mise à jour vers une version plus récente du programme, vous pouvez rencontrer certaines différences associées à l'ouverture de modèles créés dans des versions antérieures.</p>\n<p>Pour vous tenir au courant, veuillez lire les <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">notes de publication</a> pour chaque version majeure et mineure publiée, ainsi que les mises à jour des correctifs et les <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">listes des bogues résolus</a>.</p>\n<p>Vous trouverez ci-dessous une liste des principales modifications apportées à chaque nouvelle version du programme qui peuvent entraîner des changements des résultats :</p>\n<h3>Changements dans la version 25.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Analyse géométrique non linéaire</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Zone d'épandage de soudure</a></li>\n</ul>\n<p>Lire les <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">points principaux</a> et la <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">liste complète des améliorations</a> dans les Notes de publication de IDEA StatiCa 25.0.</p>\n<h3>Changements dans la version 24.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Sélection automatique de la norme pour la vérification d'ancrage</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Amélioration du maillage autour des trous de boulons et articulations</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail est sorti de BETA</a> et vérifié pour l'ancrage</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Transfert de cisaillement</a> à travers les tiges, bêches et frottement</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Déversement</a> (Eurocode uniquement)</li>\n</ul>\n<p>Lire les <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">points principaux</a> et la <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">liste complète des améliorations</a> dans les Notes de publication de IDEA StatiCa 24.1.</p>\n<h3>Changements dans la version 24.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Avertissement de charge hors surface dans Member</a> (correctif 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Étendre l'élément à l'aide de l'opération de coupe</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Calcul précis de la résistance au cisaillement des dalles</a> (correctif 23.1.2)</li>\n</ul>\n<p>BIM et SERVICES CLOUD</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Centre de conception structurale gratuit pour tous les logiciels MEF et DAO autorisés</a> et arrêt des plugins Viewer gratuits</li>\n</ul>\n<p>Lisez les <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">points principaux</a> et la <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">liste complète des améliorations</a> dans les Notes de publication de IDEA StatiCa 24.0.</p>\n<h3>Changements dans la version 23.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Soudures - autoconception, saisie, avertissements, visualisation</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Saisie et visualisation de la position de l'effort de cisaillement</a> (depuis le correctif 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Réduction de la limite d'élasticité pour les sections creuses en acier à grande résistance</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Avertissement pour les soudures et boulons reliant les mêmes platines</a> (depuis le correctif 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Reconnaissance des fourrures</a> (depuis le correctif 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Amélioration des principes de construction des boulons et soudures dans l'Eurocode</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limites des vérifications des tiges</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Calcul détaillé des valeurs des matériaux de conception des assemblages affichées dans le tableau des résultats des platines</a></li>\n <li>Classes des matériaux d'acier et boulons selon AISC360-22 (depuis le correctif 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Détection des singularités dans Member</a> (depuis le correctif 23.0.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Amélioration de la vérification des interactions dans RCS</a> (depuis le correctif 23.0.2)</li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Notes de publication de IDEA StatiCa 23.1.</a></p>\n<h3>Changements dans la version 23.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Vérifications de qualification des assemblages sismiques préqualifiés pour AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Mise à jour des normes ANSI/AISC 360-22, CSA S16:19 et des sections Taïwan</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Tiges détachées</a> (depuis le correctif 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Mises à jour de l'Eurocode pour les éléments à voile mince et tiges</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Amélioration des principes de construction pour les boulons et soudures dans l'Eurocode</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limites des vérifications des tiges</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexation des bords dans les modèles Member et Connection</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Sélection des extrêmes de charge</a> (depuis le correctif 22.1.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Fonctionnalité de vérification des contraintes limitée dans Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implémentation des pertes à long terme dans Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Améliorations pour ACI 318-19 dans Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Améliorations de l'arrondissement impérial dans Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Temps équivalent pour la flèche dans Beam</a> (depuis le correctif 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Maillage triangulaire en béton dans Member</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Amélioration de la vérification des interactions dans RCS</a> (depuis le correctif 23.0.2)</li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Notes de publication de IDEA StatiCa 23.0</a>.</p>\n<h3>Changements dans la version 22.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Angle par rapport au grain des assemblages acier-bois</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">Solutionneur GMNIA étendu aux effets de cisaillement et de torsion</a></li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Notes de publication de IDEA StatiCa 22.1.</a></p>\n<h3>Changements dans la version 22.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Charges en équilibre par défaut</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Analyse de fatigue - comment les résultats sont affichés</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Avertissement concernant les boulons traversants pour les sections creuses</a></li>\n <li>Mise à jour de Connection Lite</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Mise à jour de la définition de l'excentricité d'effort normal pour les poteaux en béton selon l'Eurocode</a></li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Notes de publication de IDEA StatiCa 22.0</a>.</p>\n<h3>Changements dans la version 21.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Options de type de pression diamétrale pour les boulons dans la version 21.1 et suivantes</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vérifications spécifiques des soudures selon l'Eurocode (EN) et la norme indienne (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Mise à jour de vérification de résistance au glissement selon SP 16</a></li>\n</ul>\n<p>Pour les utilisateurs de <strong>Gestionnaire des modèles</strong>, utilisez la version 21.1 pour <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">transférer vos conceptions dans la nouvelle Connection Library</a>.</p>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Notes de publication de IDEA StatiCa 21.1</a>.</p>\n<h3>Changements dans la version 21.0</h3>\n<p>Le changement le plus important depuis la version 21.0 concerne le modèle analytique des éléments dans Connection, veuillez lire l'article <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Mise à jour du solutionneur CBFEM</a> et l'article de blogue <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Super-éléments condensés - invisibles mais essentiels</a>. L'impact des changements est également décrit dans l'article <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Améliorations du modèle d'analyse dans IDEA StatiCa version 21.0</a>.</p>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Notes de publication de IDEA StatiCa 21.0</a>.</p>\n<h3>Changements dans la version 20.1</h3>\n<p>Nous indiquons ici les articles décrivant les principales différences entre l'ancienne et la nouvelle version.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Modèle amélioré des contacts</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Modèle amélioré pour les soudures bout à bout</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Distances d'appui des boulons pour l'Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricité de platine de raccordement</a></li>\n</ul>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Notes de publication de IDEA StatiCa Steel 20.1</a> et <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Notes de publication de IDEA StatiCa Concrete 20.1.</a></p>\n<h3>Changements dans la version 20</h3>\n<p><strong>Refonte de l'opération de fabrication des cornières</strong></p>\n<p>Dans la version précédente, l'opération de fabrication des cornières faisait parfois intervertir les ailes des sections en L, principalement lors de la rotation de l'élément autour de l'axe longitudinal. Désormais, les sections en L sont positionnées correctement et l'orientation des ailes est maintenue lors de l'introduction de rotation de l'élément. Le nouveau mécanisme est basé sur un nouveau positionnement de l'élément (par ses coordonnées locales - plutôt que par ses rotations).</p>\n<p><strong>Systèmes de coordonnées locales des éléments dans les applications MEF/DAO</strong></p>\n<p>Toutes les entités dans les applications MEF/DAO sont créées de manière à ce que leur axe de définition ait un début et une fin. Ces deux points sont pris comme vecteur pour définir le système de coordonnées locales de l'élément. Ces informations sont stockées dans chaque projet d'application MEF/DAO et peuvent être utilisées lors de l'importation. Nous en avons profité pour améliorer l'exactitude de l'importation de la géométrie par notre lien BIM. De l'autre côté, cela change les conditions et l'utilisateur doit faire attention à la façon dont le modèle est créé dans MEF/DAO parce que cela a un impact sur le modèle CBFEM dans Connection. Nous recommandons de faire attention lors de l'importation des projets MEF/DAO dans la version 20, le système de coordonnées locales des éléments peut changer avec le modèle et la différence par rapport au modèle importé dans les versions précédentes est éminente.</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>Compatibilité des projets d'application Member</strong></p>\n<p>L'application IDEA StatiCa Member passe par un développement agile, en particulier l'architecture de stockage des données et l'interface utilisateur guidée. Sur cette base, il est évident que les projets créés dans les anciennes versions peuvent ne pas être ouverts correctement dans la version 20 ou que l'application peut ne pas les ouvrir. Veuillez en tenir compte et excuser IDEA StatiCa pour la gêne occasionnée.</p>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Notes de publication de IDEA StatiCa Steel 20.0</a> et <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Notes de publication de IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Changements dans la version 10.1 et antérieures</h3>\n<p>L'une des raisons de la nouvelle interface graphique est que beaucoup d'ingénieurs disaient : « IDEA StatiCa Connection doit être plus à l'abri des erreurs ». Ces « erreurs » sont généralement liées à :</p>\n<ul>\n <li>La définition correcte de la <strong>longueur</strong> <strong>des éléments</strong> – dans le cas d'éléments extrêmement courts ou longs, cela peut avoir une influence considérable sur les résultats. Depuis la version 9, IDEA StatiCa Connection définit automatiquement une longueur appropriée pour tous les éléments.</li>\n <li><strong>Soudures </strong>– la redistribution plastique des contraintes est de loin la méthode de conception la plus précise pour les soudures et a été introduite dans la version 7.1. Au cours de la version 8 – et pendant une période de transition – elle était la méthode par défaut et coexistait avec les autres méthodes d'évaluation. Depuis la version 9, cette méthode est la seule option disponible et les autres méthodes d'évaluation ont été supprimées afin d'éviter toute confusion parmi les utilisateurs, comme nous l'avons constaté par l'intermédiaire de notre service d'assistance. Cela permet de s'assurer que toutes les soudures du projet sont conçues en toute sécurité et qu'elles sont conformes à la norme.</li>\n</ul>\n<p>Nous avons mis en place plusieurs <strong>mécanismes de vérification</strong> pour IDEA StatiCa Connection depuis la version 9.0 – vérification automatique lorsque l'assemblage est modélisé d'une manière recommandée (vérification des singularités, longueurs des éléments, décalages...). Si l'assemblage n'est pas modélisé correctement, le calcul est interrompu ou un message d'erreur est affiché. Veuillez noter qu'en raison de toutes ces améliorations, l'ouverture de projets provenant de versions antérieures peut engendrer une géométrie de modèle différente qui peut nécessiter des modifications supplémentaires.</p>\n<p>Nous avons également amélioré le <strong>maillage </strong>des sections creuses – IDEA StatiCa Connection depuis la version 9.0 génère un maillage plus fin sur les éléments avec sections creuses, ce qui peut conduire à des résultats légèrement différents par rapport aux versions antérieures.</p>\n<p>Nous affichons l'avertissement de compatibilité à chaque ouverture d'un projet provenant des anciennes versions :</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"\"></figure>"
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"value": "<p>À part les <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">points principaux de la version 24.1</a>, lisez la liste complète de la nouvelle fonctionnalité :</p>\n<h2>Conception en béton</h2>\n<p><strong>Detail 3D (exclusivement Eurocode)</strong></p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail est hors de BETA</a> et vérifié pour l'ancrage</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Transfert de cisaillement</a> par des tiges, bêches et frottement</li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Exportation complète de Connection avec des nouvelles entités</a></li>\n <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Amélioration de l'interprétation des résultats</a> – vérifications des sections, contrainte</li>\n <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Grilles du plan de travail</a> pour la conception des nouvelles entités</li>\n <li>Maillage fin autour des tiges et stabilité de l'application</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Nouveaux modèles</a> (exclusivement Eurocode)</li>\n <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Combinaisons ELS améliorées</a> (exclusivement Eurocode)</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rigidité des appuis ponctuels</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Déversement</a> (exclusivement Eurocode)</li>\n</ul>\n<h2>Conception en acier</h2>\n<ul>\n <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Outil de mesure dans Connection</a></li>\n <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Gestion des éléments du projet et matériaux</a></li>\n <li><a 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Checkbot</a></li>\n <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Importation avancée des connecteurs depuis des outils DAO</a></li>\n <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Liens BIM autorisés dans la version 24.1</a></li>\n</ul>\n<h2>Usage et Licences</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Paramétrage des projets</a></li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Préférences partagées à travers la gamme complète des outils</a></li>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Authentification unique (SSO) pour usage public</a></li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Comblement de l'écart entre Viewer et Connection</a></li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/license-usage-analytics-in-the-user-portal\">Rapports d'usage de licence au Portail 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"value": "<h2>Points principaux de la version 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8ab1ba7b_43b7_0196_2c06_f17ee13c51f7\"></object>\n<h2>Conception en béton</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail est vérifié</strong></a> et prêt pour la conception des <strong>ancrages en 3D </strong>considérant le <strong>ferraillage réel</strong>, ce qui résout le problème des tiges près de bords de béton.</li>\n <li>La nouvelle analyse de <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>déversement</strong></a> dans l'application <strong>Beam</strong> et des <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>combinaisons ELS</strong></a> dans Detail <strong>pour la conception des éléments préfabriqués</strong>.</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Modèles pour 2D Detail</strong></a> prêts à utiliser vous aident à démarrer avec le processus de modélisation en quelques secondes.</li>\n</ul>\n<h2>Conception d'assemblages en acier</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Modèles paramétriques</strong></a><strong> </strong>pour des assemblages en acier typiques ou répétitifs. 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"value": "<p>Dans Detail vous pouvez trouver des <strong>platines encastrées</strong> avec des moyens d'assemblage/ferraillages de plusieurs types couramment utilisés dans la construction pour fixer des poutres, des poteaux ou des éléments de façade. Les platines encastrées assurent un transfert de charge solide et fiable entre les structures en acier et en béton.</p>\n<h2>Platines encastrées dans Detail </h2>\n<p>Les platines encastrées sont disponibles en tant qu'<strong>appareil de transfert de charge</strong> dans la sélection de l'entité du modèle. La <strong>géométrie et la position de la platine</strong> peuvent être définies dans une seule grille de propriétés, tandis qu'un tableau supplémentaire permet aux utilisateurs d'ajouter et combiner plusieurs <strong>groupes de moyens d'assemblage</strong>. Les moyens d'assemblage peuvent être définis directement pour chaque platine spécifique. 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La tête est modélisée comme un élément platine-coque directement attaché au tronc de la tige avec des dimensions entièrement personnalisables. La platine elle-même est modélisée linéairement, sans plasticité, et n'est pas soumise aux vérifications de la résistance. Comme le tronc a une <strong>résistance d'adhérence nulle</strong>, la totalité de la charge est transférée au béton par l'intermédiaire de la tête.</p>\n<p>Cet élément se voit attribuer les classes de matériau correspondantes selon la norme ISO 13918 disponible dans le MPRL.</p>\n<figure data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e650312b-b71a-4bae-ac5e-e49a49b35b49/Cast-in_02.1.png\" data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" alt=\"\"></figure>\n<h2>Comportement du modèle</h2>\n<p>Les tiges sont traitées comme des éléments résistant à la fois au <strong>cisaillement et à la traction</strong>, car elles sont soudées à la platine. Leur évaluation suit les mêmes principes que les tiges standards, avec des limitations similaires (par exemple le cisaillement dans la tige ne peut pas encore être évalué dans l'application). Pour plus d'informations, voir le <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Contexte théorique</a>.</p>\n<p>Une option de contrôle permet de définir quel groupe de moyens d'assemblage transfère des types de charges spécifiques, par exemple en attribuant le cisaillement aux goujons tandis que le ferraillage porte la traction et la compression.</p>\n<p><em>Disponible dans </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa version 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"value": "<p><em>This article is a part of a series \"Connection Design RFIs.\" <br>\n</em><a href=\"https://www.ideastatica.com/blog?label=connection_design_rfis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><em>Read all articles in the series</em></a><em>.</em></p>\n<h2>When the clash undermines the design</h2>\n<p>I suppose remembering a situation where your design had to face reality on a construction site wouldn't give you much trouble, right? </p>\n<p>Sometimes, structural members need to accommodate unexpected elements such as: </p>\n<ul>\n <li>Utility pipes or ductwork,</li>\n <li>Other structural or non-structural elements clash interference </li>\n <li>Height adjustments - notches on the beams</li>\n <li>See some examples of interference in steel structure construction presented in <a href=\"https://www.aisc.org/education/continuingeducation/education-archives/Field-Fixes-and-Solutions/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">this AISC session</a>. </li>\n</ul>\n<figure data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0fa87c83-baf6-42e6-b19c-e9067c243fcf/2024-10-30_19-54-49.PNG\" data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" alt=\"On-site member structural element interference\"></figure>\n<p>Engineers are often tasked with making adjustments that were not part of the original design. These <strong>on-site interferences</strong> can arise late in the construction process, requiring fast decisions to maintain both project timelines and structural integrity.</p>\n<p>AISC emphasizes planning for member openings during the design phase to avoid compromising structural performance. When unexpected interferences arise, engineers often modify the structural members or add reinforcements to maintain load-bearing capacity. <strong>These changes, while effective, can disrupt load distribution and complicate the design.</strong> Each modification requires recalculations and verification to ensure the structure still meets its design criteria, potentially delaying the project.</p>\n<p>Standard industry practices usually involve reinforcing or reconfiguring the affected members to maintain strength and stability. This often means adding stiffeners or reinforcing plates around the opening to prevent failure due to weakened sections. However, standard calculations alone may not suffice. While Mathcad and Excel templates support routine checks, <strong>complex modifications require extensive formula reconfiguration, leading to delays and potential errors.</strong> In critical cases, a deeper analysis is essential to evaluate overall structural performance accurately.</p>\n<p><strong>IDEA StatiCa simplifies this process by allowing engineers to quickly model and test various modifications to members with openings. </strong>The software supports advanced analyses, such as stiffness and buckling analysis, ensuring that any modifications maintain the required capacity and meet design codes.</p>\n<h2>Why use IDEA StatiCa</h2>\n<ul>\n <li><strong>Instant modifications</strong>: Quickly model changes like member openings, visualizing the impact on structural behavior in real-time.</li>\n</ul>\n<figure data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b314c51e-505b-4d5e-a8bc-48b8f52b861f/Gif%20modified.gif\" data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" alt=\"Delete bolts from editor and add more openings\"></figure>\n<ul>\n <li><strong>Advanced analysis</strong>: Beyond just traditional checks, IDEA StatiCa offers advanced tools like stiffness and buckling analysis to verify that the modifications uphold the structure's integrity.</li>\n</ul>\n<figure data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/711ec528-c272-407a-ae80-5651f3193f0b/2024-10-30_20-05-15.PNG\" data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" alt=\"Buckling analysis for gusset plates\"></figure>\n<ul>\n <li><strong>Time-Saving Solutions</strong>: Reduce manual recalculations by simulating multiple design options in minutes, making decisions faster and minimizing delays.</li>\n <li><strong>Seamless Code Compliance</strong>: Automatically validate that your modified connections meet design standards without extra time-consuming calculations.</li>\n</ul>\n<figure data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7506df5-03ca-47e4-961c-6ef4a0ae4683/2024-10-30_20-23-38.PNG\" data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" alt=\"Bolt AISC Code checks\"></figure>\n<h2>How to do it?</h2>\n<p>Watch the video showing how to redesign a connection by removing bolts in less then 2 minutes. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n717c32f2_07c4_011d_877c_83bebfc82ff1\"></object>\n<h2>Summary</h2>\n<p>With IDEA StatiCa, engineers can confidently address on-site interferences quickly, keeping projects on track without compromising structural integrity. By reducing the time spent on recalculations and enhancing the accuracy of modifications, the software allows teams to adapt and innovate in real-time. Ultimately, this leads to a more efficient design process, ensuring that projects not only meet deadlines but also uphold the highest standards of safety and performance.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b770f10\"></object>"
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"value": "<h2>Don't be afraid of parametric design</h2>\n<p>When you say \"parametric design,\" many engineers get their hair on end because they see how they link their FEM tools to Grasshopper or similar tools. However, parametric design can work much more simply. And it's certainly nothing to be afraid of. </p>\n<p>The parametric templates have been a hot topic for IDEA StatiCa developers over the past year. So, what exactly are they?</p>\n<p>In simple terms, <strong>parametric templates are connection templates that have been coded with common terminology</strong>. We have developed five templates for AISC users, based on Design Guide 39 and the AISC manual terminology. </p>\n<p>In the video below, you can see an animation of how the template is implemented. </p>\n<p>The parameters are set up in the operations line. For example, if you change the number of bolts above the flange, the size of the end plate adjusts automatically. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7eacfef7_602a_01bb_3509_c7ed86406370\"></object>\n<p>These <a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">parametric templates</a> were developed to help users become familiar with the concept. However, the main goal is to demonstrate that parametric templates can be created directly within the application using developer tools.</p>\n<p>Custom parametric templates can help you to create:</p>\n<ul>\n <li><strong>Custom company connections</strong>: Standardize repetitive simple connections in your company projects.</li>\n <li><strong>Smart templates</strong>: Use the developer tools to program operations so that every time you change a parameter value, other related values are automatically modified.</li>\n <li><strong>Speed the modeling learning curve for simple connections</strong>: Every user in your company can use the software to design simple connections without learning to model everything from scratch. Maximize your assets.</li>\n</ul>\n<h3>How to start? </h3>\n<p>There are three tutorials about how to create parametric templates. These are step-by-step guides:</p>\n<p><a data-item-id=\"9916e73a-2d70-4a98-b2c1-91e4b5801aea\" href=\"\">Tutorial: Flush moment end plate connections</a></p>\n<p><a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\">Parametric design in IDEA StatiCa Connection - Basics (01)</a></p>\n<p><a data-item-id=\"f777f172-6707-48b3-8ac9-7a4dee412002\" href=\"\">Parametric design in IDEA StatiCa Connection - Advanced</a></p>\n<p>If you prefer video tutorials, start with the video that covers creating your first shear tab parametric template. The tutorial begins at <a href=\"https://youtu.be/Xb40bxFU1Zw?si=n9RuJzl5atyd25LI&t=727\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">min 12.07.</a></p>\n<h2>Why parametric templates matters to you</h2>\n<p>If you’ve ever spent too long adjusting simple connection designs or double-checking calculations for something routine, you know how important it is to simplify this process. IDEA StatiCa <strong>Connection</strong> now caters to all aspects of steel connection design – whether complex or simple – without sacrificing precision or compliance with industry standards.</p>\n<p>By utilizing <strong>Parametric Templates</strong>, you’re speeding up the design process by standardizing and unifying the design workflows.</p>\n<p>It allows you to quickly select the most valid pre-defined template or easily create your own tailor-made one. Whether it’s base plates, simple beam-to-column connections, or gussets, the predefined templates let you handle these routine connections with just a few clicks.</p>\n<p>And all this will save you hours and days spent on connection design projects. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"download_now_and_start_saving_time__copy_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n240e7c7e_abbc_0118_76f4_074f23ae6443\"></object>"
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"value": "<h2>L'importance pour les ingénieurs</h2>\n<p>Pendant des années, la conception des assemblages a souvent donné l'impression d'être répétitive. Même lorsqu'un joint similaire avait déjà été modélisé, les ingénieurs devaient repartir de zéro ou modifier lourdement un joint existant. Avec la <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">version 25.0</a>, IDEA StatiCa élimine ce problème. La combinaison d'une interface utilisateur moderne, riche bibliothèque de modèles et Séries d'entreprise personnalisables permet aux ingénieurs de <strong>commencer plus rapidement</strong>, <strong>modifier moins</strong> et <strong>se concentrer davantage sur les décisions d'ingénierie – et non sur les opérations logicielles</strong>.</p>\n<p>Mais ce n'est pas tout...</p>\n<p>Dès que vous lancez Connection dans IDEA StatiCa, vous verrez apparaître le tout nouvel assistant Connection Wizard.</p>\n<p>Celui-ci s'inscrit dans la continuité du thème de l'interface utilisateur sur lequel nous avons travaillé au cours des 12 derniers mois. Nous avons écouté vos demandes et nous en avons profité pour mettre en œuvre une approche cohérente de la conception d'assemblages, le nouvel assistant combinant l'approche précédente basée sur la géométrie avec le moteur de Connection Library sous son capot.</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>Les concepteurs d'assemblages ont ainsi accès à un nombre bien plus important de modèles de départ qu'auparavant. Naturellement, un plus grand choix est accompagné par une plus grande flexibilité, ce qui est également une exigence lorsque vous réduisez votre recherche.</p>\n<p>Une fois que vous avez défini la géométrie de base, vous pouvez commencer à affiner la recherche d'un assemblage approprié à l'aide d'un simple mot-clé de recherche, tel que « attache ». Les résultats sont presque instantanés, ce qui signifie moins d'attente et un meilleur point de départ pour votre conception initiale.</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>Comme je l'ai déjà mentionné, ce processus de sélection des conceptions s'appuie sur le moteur de Connection Library, ce qui permet aux organisations de limiter les modèles de conception mis à la disposition de leur employés, facilitant ainsi la mise en œuvre et le maintien des normes de l'entreprise.</p>\n<h2>Comment les Séries d'entreprise garantissent la conformité et cohérence</h2>\n<p>Grâce aux <a href=\"https://www.ideastatica.com/support-center/company-sets-selection-in-the-connection-browser\">Séries d'entreprise</a>, les organisations peuvent prédéfinir les modèles visibles par leurs concepteurs, restreindre les paramètres modifiables et appliquer les normes internes à grande échelle. Cela signifie que :</p>\n<ul>\n <li>Seuls les types d'assemblage approuvés peuvent être utilisés</li>\n <li>Les classes de boulons, espacements et matériaux s'alignent sur les spécifications internes</li>\n <li>Moins de variations entre les équipes et bureaux</li>\n <li>Un contrôle de qualité intégré sans besoin de supervision supplémentaire</li>\n</ul>\n<p>Pour les entreprises à bureaux multiples ou les équipes travaillant dans des environnements réglementés, cela change la donne en réduisant les erreurs et en simplifiant l'assurance qualité.</p>\n<p>Les améliorations se poursuivent et il est maintenant encore plus simple de voir quels modèles ont un contenu paramétrique.</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>Les paramètres facilitent le contrôle de certains aspects d'assemblage tels que :</p>\n<ul>\n <li>La classe du boulon</li>\n <li>Le matériau de l'acier</li>\n <li>L'épaisseur des platines</li>\n</ul>\n<p>Cependant, ils peuvent également combiner des fonctions pour gérer les relations au sein des assemblages. Pour plus d'informations sur la conception paramétrique, consultez notre cours de campus – <a data-item-id=\"acb9dab8-dc6f-4723-8238-8f22891a6500\" href=\"\">Principes de base de la conception paramétrique IDEA</a>.</p>\n<p>Les paramètres peuvent simplifier le processus global de conception en donnant aux organisations et aux concepteurs plus de contrôle sur ce qui peut être conçu et comment.</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>Il peut s'agir d'épaisseurs qui n'ont besoin d'être définies qu'une seule fois au lieu de plusieurs, d'espacements de boulons dérivés du nombre de boulons... les possibilités ne sont limitées que par votre imagination.</p>\n<h2>Comment les modèles paramétriques débloquent la vitesse du monde réel</h2>\n<p>Il ne s'agit pas seulement de flexibilité, mais aussi d'élimination de la redondance. Définir des épaisseurs une seule fois et les appliquer à plusieurs composants ? Ajuster automatiquement les soudures ou les rangées de boulons en fonction de règles paramétriques ? Il ne s'agit pas seulement d'une modélisation intelligente, mais aussi d'un <strong>temps que vous ne perdez pas</strong> à effectuer des modifications manuelles répétitives. Et comme les paramètres sont intégrés dans des modèles réutilisables, vos intentions d'ingénierie sont reprises d'<strong>un projet à l'autre</strong>.</p>\n<p>Avec IDEA StatiCa 25.0, nous ne nous contentons pas d'améliorer juste l'interface utilisateur, nous changeons complètement votre expérience de la conception d'assemblages :</p>\n<ul>\n <li><strong>Commencez plus rapidement</strong> avec plus de 200 modèles validés</li>\n <li><strong>Restez conforme</strong> en utilisant les Séries d'entreprise qui verrouillent vos normes</li>\n <li><strong>Personnalisez moins</strong> grâce au contrôle paramétrique intégré</li>\n <li><strong>Concevez en toute sécurité</strong> – tous les modèles sont entièrement conformes aux normes</li>\n</ul>\n<p>Le résultat ? 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"value": "<p>On large-scale structural projects, engineering teams are often responsible for designing and validating dozens, if not hundreds, of steel connections. From repetitive modeling tasks to late-stage design changes, these connection-related workflows can take up a significant portion of time and resources.</p>\n<p>To address these challenges, many engineering firms are turning to IDEA StatiCa not just for its analysis capabilities but for the workflow optimizations it offers. Three specific tools, <strong>Checkbot grouping and batch design</strong>, <strong>parametric templates</strong>, and the <strong>new connection wizard</strong>,<strong> </strong>are helping teams streamline their processes and maintain efficiency across projects of all sizes.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n93a841d8_f840_0152_922a_77de0d5e2c46\"></object>\n<h2>Checkbot – grouping & batch design</h2>\n<p>When the same connection type appears throughout a structure, whether it’s a base plate at each column or a beam-to-beam shear connection in multiple bays, repeating individual modeling and validation steps can consume valuable hours. <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot</a> helps you combine these similar connections so you can focus on one reference design instead of opening dozens of separate files.</p>\n<p>By recognizing patterns in member count and cross-section, <strong>Checkbot lets you work on a single node and then apply that connection model to every matching node</strong>. Once the reference connection is set up, the software performs all required calculations, code checks, and load combinations for the entire group. You’ll also be able to export your connections to BIM via IFC without leaving the Checkbot interface.</p>\n<figure data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/65faa61b-f067-49d5-818b-6307da332e3b/checkbot.png\" data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" alt=\"\"></figure>\n<p>Here's how it works:</p>\n<ul>\n <li><strong>Connections are automatically grouped</strong> by member count and section type.</li>\n <li><strong>Design one reference connection</strong>, and Checkbot applies it across the group.</li>\n <li><strong>Run design checks and analyses</strong> for the group, including all relevant load combinations, without opening each connection individually.</li>\n <li><strong>A single report</strong> summarizes every connection in either a summary or a detailed format.</li>\n <li><strong>IFC export</strong> integrates your results directly into BIM models.</li>\n <li><strong>Everything happens within Checkbot</strong>, no switching between programs.</li>\n</ul>\n<p>Firms using Checkbot are seeing time savings of 50–60% over traditional workflows. By cutting down repetitive modeling and centralizing checks, engineers can work faster without sacrificing quality. Checkbot is especially valuable in BIM or FEA models with repeating geometries like beam-to-column connections, where consistency and organization are crucial across dozens of similar connections.</p>\n<p>To prove our words, we've run a small test. </p>\n<p>During our webinar on <a data-item-id=\"f473766d-15da-4182-9f16-ed3bea7d9630\" href=\"\">Complete connection design in IDEA StatiCa Checkbot</a>, we asked attending engineers how long it typically takes them to design joints for a project with approximately 200 connections. </p>\n<figure data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7068e5f7-65a5-40ae-8e83-f3c339ca76d4/Structure.png\" data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" alt=\"\"></figure>\n<figure data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b0ac9c9d-0a1e-49a2-8dba-31e79dd1cef0/poll%20results.png\" data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" alt=\"\"></figure>\n<ul>\n <li>Over 80% said more than 6 hours.</li>\n <li>25% estimated over 24 hours. </li>\n</ul>\n<p>With IDEA StatiCa and the help of Checkbot, it took us exactly <strong>2 hours and 25 minutes</strong>. You can easily calculate how quickly the software pays for itself through time savings. </p>\n<figure data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3eb00ae3-75a4-48e6-8e2a-c7ea74099aa0/checkbot.png\" data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" alt=\"Checkbot sample project time research\"></figure>\n<p>If you want to see how it works, check out a quick demonstration of the Checkbot workflow down below, and see how easily repetitive connections can be handled. </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2ac26211_18c0_015c_d623_98f313848d20\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eebf9ada_e6d1_01e7_e7b1_a1c3c95082f2\"></object>\n<h2>Parametric templates</h2>\n<p>Designing standard steel connections doesn’t have to be repetitive. With IDEA StatiCa’s parametric templates, it’s easier than ever to handle simple and modular connections, especially when projects include variations of the same base design.</p>\n<p><strong>IDEA StatiCa offers a library of ready-made parametric templates</strong> for common connections like shear tabs, moment end plates, and gusset plates. These templates are fully parametric, allowing engineers to quickly adjust inputs like thicknesses, member sizes, and plate dimensions while maintaining the overall logic of the design.</p>\n<figure data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0cc53027-53f7-45a0-a88a-1ffce78cad22/parametric%20templates%20image.png\" data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" alt=\"\"></figure>\n<p>Even more valuable is the ability to <a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\"><strong>create your own parametric templates</strong></a>. If your team regularly works with standardized designs that vary slightly from project to project, this allows you to build a starting point tailored to your needs. Simply select the key parameters you want to control, adjust them as needed, and run the design check, all without needing to build the connection from scratch.</p>\n<p>Parametric templates are a massive time-saver, especially for repeated or modular connections. Where manual modeling can take 20-30 minutes for new users, templates cut that down to just 5-10 minutes by allowing quick adjustments to a few key parameters. They’re not only faster, but they also help maintain consistency across similar connection types.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6da61a33_deaf_01ab_d0a7_8d99d029fb74\"></object>\n<h2>New Connection Wizard</h2>\n<p>To make it even easier to start your connection design, the new <a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Connection Wizard</a> provides a guided workflow from the moment you launch IDEA StatiCa Connection. Rather than starting from a blank screen, the new Connection Wizard helps answer that by letting you start from geometry and then surface <strong>relevant templates</strong>, including <strong>your own saved designs!</strong></p>\n<figure data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/27e16395-4fb2-4137-ba70-a613ba637366/connection%20wizard.png\" data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" alt=\"\"></figure>\n<p>Here’s how it helps:</p>\n<ul>\n <li><strong>Select the geometry layout</strong> you need, and the wizard will filter templates accordingly.</li>\n <li><strong>Save your own connections</strong> to appear automatically the next time you start a project.</li>\n <li><strong>No more digging through folders</strong> or trying to remember what file you last used, just pick it and go.</li>\n</ul>\n<p>The real advantage? Your custom connection templates are now built into your startup workflow. They’re not hidden in file directories or tied to older versions, they’re integrated, accessible, and ready from the start screen.</p>\n<p>Whether you're standardizing connections across teams or managing repeated designs across multiple projects, the wizard brings <strong>speed</strong>, <strong>organization</strong>, and <strong>reliability </strong>to the start of every connection workflow.</p>\n<h2>Save hours where it matters most</h2>\n<p><a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection design</a> often comes down to repetition, repeating geometries, loads, redlines, and tasks. That’s where IDEA StatiCa delivers real impact: by automating and simplifying the repeatable parts of your workflow so you can focus your engineering time where it matters most.</p>\n<p>By grouping and batch-designing in Checkbot, adapting parametric templates, and starting from your own wizard-based connection library, engineers can confidently say they’re not just working harder, they’re working <strong>smarter</strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"get_a_free_trial___connection_design\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7d11f499_3ce1_01e6_b6ff_2019b43193bc\"></object>"
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