SteelConnection designKnowledge baseConnectionConnection Library

Connection Library - How to build standard steel Connection Worksets

IDEA StatiCa Connection supports simple, intermediate, and complex steel connection design. Instead of recreating or manually compiling calculations for each project, IDEA StatiCa lets you save verified connection models to a library and reuse them directly from the Connection Wizard.

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In this article, we'll help you set up a connection database in IDEA StatiCa, so your team can centralize these commonly used details all in one location, improve consistency and reduce repetitive work." }, "content": { "images": [ { "description": "Steps to create connection library to the connection wizard", "imageId": "cca058b5-1515-4533-85af-a8c394f94df3", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca28058e-48b8-4ede-b445-48f6ad02b7c8/Steps%20Connection%20library%20to%20connection%20wizard.jpg", "height": 1446, "width": 1224 } ], "linkedItemCodenames": [ "n38d6a1bd_0af1_012a_ffa3_cd601b2f21ea", "e75acc18_732b_015a_ca51_ae3a8b8c385c" ], "linkedItems": [ { "elements": { "url": { "name": "Video URL", "type": "text", "value": "https://youtu.be/e2bG28S3Rwg" } }, "system": { "codename": "n38d6a1bd_0af1_012a_ffa3_cd601b2f21ea", "collection": "default", "id": "38d6a1bd-0af1-012a-ffa3-cd601b2f21ea", "language": "en-US", "lastModified": "2026-02-11T15:29:48.7806865Z", "name": "38d6a1bd-0af1-012a-ffa3-cd601b2f21ea", "sitemapLocations": [], "type": "video", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "Related content" }, "description": { "name": "Description", "type": "text", "value": "" }, "featured_articles": { "name": "Featured articles", "type": "modular_content", "value": [ "unlock_new_possibilities_for_base_plate_design__em", "bp_25_0__unlock_new_possibilities_with_advanced_an_c5fb2e2", "quickly_resolve_on_site_interferences_with_idea_st", "design_smarter__not_harder__3_ways_to_simplify_ste" ], "linkedItems": [ { "elements": { "title": { "name": "Title (H1)", "type": "text", "value": "Common AISC Standard Steel Connections Used in Data Center Structures" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "Blog cover image.png", "description": "AISC Data Center Connections construction projects", "type": "image/png", "size": 1352174, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e6788daf-1b19-40fe-b8cf-0d027f067af3/Blog%20cover%20image.png", "width": 1200, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": "2026-01-07T00:00:00Z", "displayTimeZone": "UTC" }, "authors": { "name": "Authors", "type": "modular_content", "value": [ "johan_lozada" ], "linkedItems": [ { "elements": { "name": { "name": "Name", "type": "text", "value": "Johan Lozada" }, "position": { "name": "Position", "type": "text", "value": "Product Engineer\nIDEA StatiCa US" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "johan_lozada.png", "description": null, "type": "image/png", "size": 270859, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/799cc2a5-603e-48a6-b56b-db6b477b76e2/johan_lozada.png", "width": 500, "height": 500, "renditions": {} } ] }, "perex": { "name": "Perex", "type": "text", "value": "Focused on improving connection design through integrated workflows. 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Beam-to-Column End Plate Connection*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "End plate connections are widely used to connect beams to columns while transferring some moment. They are simple to fabricate and quick to install, making them ideal for modular framing in data centers.\n<h3>IDEA StatiCa Operations:</h3>\nEnd Plate: Standard bolted moment connection from beam to column\nShifted End Plate: Accounts for offsets or column placement variations" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "Untitled design (1).gif", "description": "Standard bolted moment connection from beam to column", "type": "image/gif", "size": 225240, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b468358d-f564-4678-a17b-700f703d9b60/Untitled%20design%20%281%29.gif", "width": 900, "height": 800, "renditions": {} } ] }, "link_text": { "name": "Link text", "type": "text", "value": "" }, "link_url": { "name": "Link URL", "type": "text", "value": "" }, "content_item_link": { "name": "Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "image_positions": { "name": "Image position", "type": "multiple_choice", "value": [ { "name": "left", "codename": "left" } ] }, "stickers": { "name": "Sticker", "type": "multiple_choice", "value": [ { "name": "none", "codename": "none" } ] }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n3bcf1eb8_72d1_01da_5bda_8893f94df89b", "collection": "default", "id": "3bcf1eb8-72d1-01da-5bda-8893f94df89b", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "3bcf1eb8-72d1-01da-5bda-8893f94df89b", "sitemapLocations": [], "type": "widget_image_block", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "*2. Plate-to-Plate Beam Connection*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "These connections are used when forces must transfer through an intermediate plate, often in cases where beams intersect or forces need redistribution.\n<h3>IDEA StatiCa Operations:</h3>\n<ul>\n <li>Plate-to-Plate: Transfers shear and moment through an intermediate plate</li>\n <li>Stub: Short beam segment, used for framing adjustments or constructability</li>\n</ul>" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "Untitled design (1).gif", "description": "Transfers shear and moment through an intermediate plate", "type": "image/gif", "size": 191794, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/704a3436-fbc9-41d9-abab-7a843bffe566/Untitled%20design%20%281%29.gif", "width": 900, "height": 800, "renditions": {} } ] }, "link_text": { "name": "Link text", "type": "text", "value": "" }, "link_url": { "name": "Link URL", "type": "text", "value": "" }, "content_item_link": { "name": "Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "image_positions": { "name": "Image position", "type": "multiple_choice", "value": [ { "name": "default", "codename": "default" } ] }, "stickers": { "name": "Sticker", "type": "multiple_choice", "value": [ { "name": "none", "codename": "none" } ] }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n131c8d32_cfcd_01f6_7720_525f3e77d90d", "collection": "default", "id": "131c8d32-cfcd-01f6-7720-525f3e77d90d", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "131c8d32-cfcd-01f6-7720-525f3e77d90d", "sitemapLocations": [], "type": "widget_image_block", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "*3. Base Plate (Steel to Concrete Connections)*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "Base plates transfer axial and lateral loads from steel columns to concrete foundations. They are critical for stability and often include anchors or stiffeners.\n<h3>IDEA StatiCa Operations:</h3>\n<ul>\n <li>Base Plate: Standard column-to-foundation connection, includes anchor checks. Pre- or post-installed anchors can be modeled and checked</li>\n</ul>" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "Untitled design (1).gif", "description": "Standard column-to-foundation connection", "type": "image/gif", "size": 164071, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f8e60b1-8a40-49ed-bee1-e491648e79a6/Untitled%20design%20%281%29.gif", "width": 900, "height": 800, "renditions": {} } ] }, "link_text": { "name": "Link text", "type": "text", "value": "" }, "link_url": { "name": "Link URL", "type": "text", "value": "" }, "content_item_link": { "name": "Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "image_positions": { "name": "Image position", "type": "multiple_choice", "value": [ { "name": "left", "codename": "left" } ] }, "stickers": { "name": "Sticker", "type": "multiple_choice", "value": [ { "name": "none", "codename": "none" } ] }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n8d134832_09f9_0174_a413_ed514d310ce4", "collection": "default", "id": "8d134832-09f9-0174-a413-ed514d310ce4", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "8d134832-09f9-0174-a413-ed514d310ce4", "sitemapLocations": [], "type": "widget_image_block", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "*4. Shear Plate Connection*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "Shear plates are used to connect beams to columns or girders where rotation is allowed, and only shear transfer is required.\n<h3>IDEA StatiCa Operations:</h3>\n<ul>\n <li>Shear Plate: Single plate connection for beam-to-column or beam-to-girder</li>\n</ul>" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "Untitled design (1).gif", "description": "Single plate connection for beam-to-column ", "type": "image/gif", "size": 223400, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b204bbf3-87b6-4815-b256-fbeec038fde1/Untitled%20design%20%281%29.gif", "width": 900, "height": 800, "renditions": {} } ] }, "link_text": { "name": "Link text", "type": "text", "value": "" }, "link_url": { "name": "Link URL", "type": "text", "value": "" }, "content_item_link": { "name": "Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "image_positions": { "name": "Image position", "type": "multiple_choice", "value": [ { "name": "default", "codename": "default" } ] }, "stickers": { "name": "Sticker", "type": "multiple_choice", "value": [ { "name": "none", "codename": "none" } ] }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n84af319b_f540_018f_19c9_269e80d04143", "collection": "default", "id": "84af319b-f540-018f-19c9-269e80d04143", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "84af319b-f540-018f-19c9-269e80d04143", "sitemapLocations": [], "type": "widget_image_block", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "*5. Clip Angle Connection*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "Clip angles are simple, versatile connections for beams to columns or girder framing. They are common where speed of fabrication and flexibility are important.\n<h3>IDEA StatiCa Operations:</h3>\n<ul>\n <li>Clip Angle: Bolted-bolted or bolted-welded angle connection for shear transfer</li>\n</ul>" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "Untitled design (1).gif", "description": "Beam to column bolted connection gif", "type": "image/gif", "size": 153844, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5032c275-739b-443b-ac2e-260cc1a006d7/Untitled%20design%20%281%29.gif", "width": 900, "height": 800, "renditions": {} } ] }, "link_text": { "name": "Link text", "type": "text", "value": "" }, "link_url": { "name": "Link URL", "type": "text", "value": "" }, "content_item_link": { "name": "Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "image_positions": { "name": "Image position", "type": "multiple_choice", "value": [ { "name": "left", "codename": "left" } ] }, "stickers": { "name": "Sticker", "type": "multiple_choice", "value": [ { "name": "none", "codename": "none" } ] }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n079345ea_e3be_01f1_6697_4110d38098f7", "collection": "default", "id": "079345ea-e3be-01f1-6697-4110d38098f7", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "079345ea-e3be-01f1-6697-4110d38098f7", "sitemapLocations": [], "type": "widget_image_block", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "*6. Splice Connection*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "Splices join two beams or columns where one piece is not sufficient. They are common in long-span framing or when handling shipping constraints.\n<h3>IDEA StatiCa Operations:</h3>\n<ul>\n <li>Splice: Transfers shear and moment between connected members</li>\n</ul>" }, "images": { "name": "Image", "type": "asset", "value": [ { "name": "Untitled design (1).gif", "description": "Splice connection gif", "type": "image/gif", "size": 163465, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0275d371-abb6-4fa1-9f7e-f5e9aa1de734/Untitled%20design%20%281%29.gif", "width": 900, "height": 800, "renditions": {} } ] }, "link_text": { "name": "Link text", "type": "text", "value": "" }, "link_url": { "name": "Link URL", "type": "text", "value": "" }, "content_item_link": { "name": "Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "image_positions": { "name": "Image position", "type": "multiple_choice", "value": [ { "name": "default", "codename": "default" } ] }, "stickers": { "name": "Sticker", "type": "multiple_choice", "value": [ { "name": "none", "codename": "none" } ] }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n26090bf2_e41b_012d_88ba_7c9fa85f7f50", "collection": "default", "id": "26090bf2-e41b-012d-88ba-7c9fa85f7f50", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "26090bf2-e41b-012d-88ba-7c9fa85f7f50", "sitemapLocations": [], "type": "widget_image_block", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "*7. Bracing Connection*" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "Gusset plates are typically used to connect bracing members to beams, columns, or trusses. 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Wat moet er allemaal beoordeeld worden volgens Eurocode en welke resultaten krijgen we bij welke toepassing? 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"idea-statica-detail-constructief-ontwerp-van-betonnen-3d-discontinuiteiten", "type": "support_center_article" }, { "codename": "detail_3d___known_limitations", "linkId": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92", "urlSlug": "bekende-beperkingen-voor-detail-3d", "type": "support_center_article" }, { "codename": "theoretical_background_3d_detail___main_assumption", "linkId": "d07820f8-072b-44dc-a35a-94b73e2e284b", "urlSlug": "belangrijkste-aannames-en-beperkingen", "type": "support_center_article" }, { "codename": "theoretical_background___general", "linkId": "d4aa2923-a94a-4c40-8fd8-93608acbf893", "urlSlug": "general-theoretical-background", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "De Eurocode specificeert verschillende faalmethoden voor ankers en betonnen voetstukken en verdeelt deze verder volgens het belastingtype. In <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a> konden we tot nu toe de ankers beoordelen, maar met enkele beperkingen moesten de beoordelingen handmatig worden uitgevoerd.\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>\nTegelijkertijd was het onmogelijk om rekening te houden met de wapening van betonblokken. Daar komt nu verandering in met IDEA StatiCa Detail 3D, dat meer mogelijkheden biedt. IDEA StatiCa Detail 3D biedt geen beoordelingen zoals we gewend zijn in de standaard die ze definieert voor gewoon beton. Met FE-analyses kunnen we echter controleren of gewapend beton aan de gespecificeerde belasting zal voldoen. De apps werken onafhankelijk van elkaar en kunnen afzonderlijk worden gebruikt, maar dankzij de <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">koppeling tussen Connection en Detail</a> is het ook mogelijk om Detail alleen als aanvullende berekening te gebruiken.\nLaten we nu de Eurocode-voorwaarden een voor een doornemen en de mogelijkheden die de toepassingen ons bieden.\n<h2>Trekkracht</h2>\nEurocode verdeelt het eerste type belasting (trekkracht) in 6 mogelijke gevallen van falen van ankers of betonblokken (a, b, c, d, e, f) en nog eens twee voor de aanvullende wapening (g, h).\nOnderstaande figuur laat schematisch zien welk type bezwijken je kunt beoordelen met de Connection app en welk gedrag kan worden afgedekt door gewapend beton te gebruiken en dus de analyse in Detail. IDEA StatiCa Connection gebruikt empirische formules van Eurocode ( EN 1992-4-7.2.1) voor ankerontwerp (CBFEM), terwijl IDEA StatiCa Detail volledig is gebaseerd op de eindige-elementenmethode <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">(3D CSFM)</a>. Sommige beoordelingsopties overlappen elkaar daarom in beide toepassingen, maar altijd met een andere methode.\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>\nDoor de aard van de methoden die in de software zijn geïmplementeerd, kan alleen gewoon beton worden beschouwd in Connection, terwijl alleen gewapend betonnen voetstukken kunnen worden beschouwd in Detail.\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\nDe belangrijkste aannames en beperkingen van de analyse voor IDEA StatiCa Detail 3D worden vermeld in het artikel <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Bekende beperkingen</a>.\n<h4>a) Falen van staal</h4>\nHet falen van staal van alleen trekbelaste ankers is geverifieerd in beide toepassingen. De trekweerstand van ankers wordt gecontroleerd in Connection volgens de volgende formule:\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>\nIn Detail worden de ankers gecontroleerd volgens de geselecteerde Eurocode (1992-4 of 1993-1-8) in de Projectinstellingen. Dit gedrag is van toepassing vanaf versie 25.1.1.\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\nIn oudere versies worden de ankers gecontroleerd als gewone wapeningsstaven, gebaseerd op de spanning-rekdiagrammen die zijn gedefinieerd voor specifieke materialen, waarbij de waarde van de maximale rek 5% wordt gebruikt (berekend op basis van het verstijvingseffect lees meer in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>).\n<h4>b) Falen van betonnen kegels</h4>\nBetonconusfalen kan worden geverifieerd in Connection. In Connection kan de app echter alleen ongewapend beton beschouwen.\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>\nIn het geval dat de betonnen conus bezwijkt, is het daarom aangewezen om door te gaan naar IDEA StatiCa Detail, waar een analyse van het volledige gewapende blok wordt uitgevoerd. De treksterkte van het beton wordt conservatief verwaarloosd, wat betekent dat de draagkracht voor conusfalen in grote mate wordt bepaald door de opgegeven hoeveelheid wapening. In de afbeelding hieronder zie je de richtingen van de hoofdspanningen die de vorm van de bovengenoemde kegel aangeven. In het rechtergedeelte zie je de waarden van de betonspanningen, die worden beoordeeld met de grenswaarden.\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) Bezwijken door uittrekken</h4>\nDeze codecontrole is alleen in Connection voor bepaalde gevallen (zie de eerste afbeelding in dit artikel). Een aanvullende beoordeling is nodig voor achteraf geïnstalleerde mechanische ankers.\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>\nIn Detail is het mogelijk om zogenaamde <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">lijmankers</a> in te stellen en de ontwerpbindingssterkte te specificeren op basis van hun technische parameters. De ankers worden dan gecontroleerd op basis van deze parameters. (Alleen van toepassing op gewapend beton.)\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) Gecombineerd uittrekken en bezwijken van gelijmde bevestigingsmiddelen</h4>\nDit falen kan alleen worden gedetecteerd in detail, waarbij de betonspanningen en de verankeringsgebieden worden beoordeeld met behulp van 3D CSFM. Het gecombineerde mechanisme voor uittrekken en falen van beton is in detail gebaseerd op de hierboven gedefinieerde principes en de beoordeling ervan maakt deel uit van de controle van de betonsterkte en de verankering. (Alleen van toepassing op gewapend beton).\n<h4>e) Betonsplijten</h4>\nHet is niet mogelijk om dit in Connection te beoordelen. Bij Detail is het bezwijken van beton meestal een probleem van gewoon beton, waar het gebruik van wapening het bezwijken voorkomt. Tegelijkertijd is het mogelijk om de spanningen en rek van zowel de wapening onder druk of spanning als het beton onder druk te zien in de Detail app.\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) Zijdelings uitbreken van beton</h4>\nVoor gewoon beton is een empirische code-check volgens Eurocode in Connection mogelijk.\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>\nVoor gewapende constructiedelen is het mogelijk om Detail te gebruiken. Uitbreken van beton wordt behandeld in de betonsterkteanalyse. Waarbij de trekspanningen alleen worden overgedragen door de wapening (zoals hierboven verschillende keren vermeld).\n<h4>Extra controles voor gewapende betonblokken:</h4>\nVoor gewapende blokken is een aanvullende beoordeling van de wapening vereist. Het falen van de wapening en het falen van de verankering van de wapening maakt deel uit van de wapeningsbeoordeling in Detail.\n<h4>g) Staalbreuk van wapening</h4>\n<h4>h) Verankeringsfalen van wapening</h4>\n<h2> </h2>\n<h2>Afschuifkracht</h2>\nEurocode verdeelt het tweede type belasting (afschuifkracht) in 4 mogelijke gevallen van falen van ankers of betonblokken (a, b, c, d) en nog twee voor de wapening (e, f).\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>\nDe onderstaande figuur laat schematisch zien welk type bezwijken je kunt beoordelen met de Connection app en ook welk gedrag kan worden gedekt door het gebruik van gewapend beton en dus de analyse in Detail. IDEA StatiCa Connection gebruikt empirische formules van Eurocode ( EN 1992-4-7.2.2) voor ankerontwerp <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">(CBFEM)</a>. Alle soorten bezwijken door dwarskracht kunnen worden behandeld in de Connection-app.\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\nIn IDEA StatiCa Detail 3D kan afschuiving worden overgebracht door wrijving, ankers of afschuifogen. Het is belangrijk om te zeggen dat alleen de voet wordt beoordeeld. Andere stalen onderdelen (bijv. shear lug, lassen) moeten worden gecontroleerd in Connection of ergens anders. Nogmaals moet worden benadrukt dat alleen gewapend beton vereist is.\n<h4>a) Staalbreuk zonder hefboomarm</h4>\nHet bezwijken van het staal zonder de hefboomarm van op afschuiving belaste ankers wordt gecontroleerd in Connection. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:\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>\nIn Detail worden de ankers opnieuw gecontroleerd volgens de geselecteerde Eurocode (1992-4 of 1993-1-8) in de Projectinstellingen. Dit gedrag is van toepassing vanaf versie 25.1.1. De beoordeling is niet mogelijk in Detail voor oudere versies.\n<h4>b) Staalbreuk met hefboomarm</h4>\nStalen falen met de hefboomarm van op afschuiving belaste ankers wordt alleen gecontroleerd in Connection. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:\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>\nDe beoordeling is niet mogelijk in Detail.\n<h4>c) Uitbreken van beton</h4>\nHet falen van betonschuifankers wordt alleen gecontroleerd in Connection. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:\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>\nDe afschuifcapaciteit van het beton door de voetplaat wordt vervolgens beoordeeld in de toepassing Detail.\n<h4>d) Betonrandbreuk</h4>\nBetonrandfalen van afschuifbelaste ankers wordt alleen in Connection gecontroleerd voor ongewapend beton. De afschuifweerstand van ankers wordt gecontroleerd in IDEA StatiCa Connection volgens de volgende formule:\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>\nBetonrandfalen kan worden gecontroleerd in het Detail (alleen gewapend beton).\n<h4>Extra controles voor blokken van gewapend beton:</h4>\nVoor gewapende voetstukken is een extra wapeningsbeoordeling vereist. Falen van staal en verankering van wapening maakt deel uit van de wapeningsbeoordeling in IDEA StatiCa Detail.\n<h4>e) Staalbreuk van aanvullende wapening</h4>\n<h4>f) Verankeringsfalen van aanvullende wapening</h4>\n<h2>Conclusie</h2>\nHet grootste voordeel kan worden gevonden in voorbeelden zoals verankering dicht bij een rand en andere gevallen waarbij gewoon beton niet voldoet aan de vereiste belasting. Merk op dat ankers en afschuifnokken verder moeten worden beoordeeld in Connection, maar samen bieden deze twee softwaretools een uitgebreide oplossing.\nDoor de methode en de manier waarop de toepassing is ontworpen, is de toepassing Detail alleen geschikt voor gewapende funderingen." }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "EMEA", "codename": "emea" }, { "name": "CZ/SK", "codename": "cz_sk" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Concrete", "codename": "concrete" }, { "name": "Reinforced concrete", "codename": "reinforced_concrete" } ], "taxonomyGroup": "product_group" }, "support_center_article_types": { "name": "Support center article", "type": "taxonomy", "value": [ { "name": "Knowledge base", "codename": "knowledgebase_article" } ], "taxonomyGroup": "support_center_article" }, "expertise_levels": { "name": "Expertise level", 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"widget_support_center_articles", "workflowStep": null, "workflow": null } } ], "links": [ { "codename": "rn_24_1__3d_detail_out_of_beta", "linkId": "b871eedc-885b-4f1b-993d-578acfe45641", "urlSlug": "3d-detail-is-uit-de-beta-versie", "type": "support_center_article" }, { "codename": "design_v2", "linkId": "b0a659df-8f92-4d1f-abb6-2efa02bad946", "urlSlug": "geen-worsteling-meer-met-verbindingsontwerp", "type": "landing_page" }, { "codename": "release_feature_blogpost__anchoring", "linkId": "59e15abb-bdc7-40fb-a4eb-0f6902aded0a", "urlSlug": "je-hoeft-niet-langer-te-worstelen-met-het-verankeringsontwerp", "type": "blog_post" }, { "codename": "theoretical_background___ec___plates__copy_", "linkId": "13cc5bee-7ec7-422b-8dbe-8a57ef0073a9", "urlSlug": "controle-van-componenten-volgens-de-eurocode", "type": "support_center_article" }, { "codename": "theoretical_background_3d_detail", "linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2", "urlSlug": "idea-statica-detail-constructief-ontwerp-van-betonnen-3d-discontinuiteiten", "type": "support_center_article" }, { "codename": "rn_24_1__import_of_anchoring_from_connection_to_de", "linkId": "270b17d4-280e-4c4b-b83e-ae25015afb38", "urlSlug": "importeren-van-verankeringen-van-connection-naar-detail", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "Je zou kunnen zeggen: \"Ontwerp gewoon wat de standaard ons expliciet toestaat.\" Maar laten we een reality check doen: zo werkt het gewoon niet, of het nu gaat om de krappe ruimtes of technische en architecturale vereisten. En dus is verankering die (figuurlijk) als \"op het randje\" kan worden beschouwd - of beter gezegd, specifieke soorten verankering - overal om ons heen te zien. Veel gevallen worden nauwkeurig berekend en geverifieerd met meer geavanceerde methoden (zelfs als het misschien te lang heeft geduurd). Veel gevallen zijn echter waarschijnlijk niet zo grondig beoordeeld als ze verdienen. \nIDEA StatiCa is al geruime tijd bezig met het veranderen en vervroegen van het ontwerp van stalen verbindingen, staal- en betonelementen en concrete details. Het gaat niet om vereenvoudiging van de workflow door geautomatiseerde berekeningen, het gaat vooral om de innovatieve methoden die ons in staat stellen om het voorheen ondenkbare te ontwerpen. Onze nieuwste wapenfeit, <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">de release van IDEA StatiCa Detail voor 3D</a>, breidt de ontwerpmogelijkheden opnieuw verder uit dan voorheen.\nOf je nu behoort tot de groep die dagenlang worstelt met het verankeren van ontwerpen of uitsluitend vertrouwt op ervaring maar vervolgens niet goed slaapt, lees verder.\n<h2>Deuren naar nieuwe mogelijkheden</h2>\nAls je betrokken bent bij het verankeren van constructies, kun je waarschijnlijk meerdere gevallen bedenken waar je het moeilijk mee hebt gehad. Hier zijn een paar voorbeelden die we onlangs hebben geïdentificeerd als zeer moeilijk te ontwerpen met alleen standaardpraktijken. Maar met behulp van onze tools <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">IDEA Statica Connection</a> en Detail wordt het mogelijk om in een relatief redelijke tijd te ontwerpen.\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>\nFiguur 1: Meervoudige verankering in één betonblok\n<ul>\n <li>Verankering nabij de rand – Verankering dicht bij de rand is bijna onmogelijk te ontwerpen zonder wapening vanwege de manier waarop beton faalt (kegelbreuk en andere). Het beoordelen van verankering in gewapend beton is op zichzelf al arbeidsintensief – zie dit artikel voor meer details: <a data-item-id=\"59e15abb-bdc7-40fb-a4eb-0f6902aded0a\" href=\"\">U hoeft niet langer te worstelen met het verankeringsontwerp</a>. Detail (3D-modus) is echter speciaal ontworpen voor dergelijke gevallen - gewapend beton. Door wapening toe te voegen, kunnen we faalmodi voorkomen die anders in gewoon beton zouden voorkomen. Tegelijkertijd maakt het gebruik van een geavanceerde FE-methode (3D CSFM) en de implementatie ervan in detail een zeer complexe taak relatief eenvoudig.</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>\nFiguur 2: Voorbeelden van verankering in de buurt van een rand in verbinding (inclusief stalen elementen) en in detail (inclusief wapening)\n<ul>\n <li>Meervoudige verankering dicht bij elkaar – Het probleem dat we hebben met nauwe verankering is dat de kegels met elkaar interageren. Geen enkele gids kan ons rechtstreeks adviseren over hoe we deze gevallen moeten beoordelen. In de veelgebruikte literatuur, of het nu gaat om de EN- of fib-gids, vinden we min of meer alleen voorwaarden en beperkingen die we conservatief kunnen overwegen. Ze adviseren ons alleen om afstanden te gebruiken waarmee we kegels individueel kunnen beoordelen. Maar zodra we niet in deze omstandigheden passen, zijn we gedoemd. Echter, in detail, aangezien we een geavanceerde FE-gebaseerde methode hebben, kunnen we het complexe gedrag analyseren.</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>\nFiguur 3: Meervoudige verankering in één van de muur\n<ul>\n <li>Meervoudige verankering in het algemeen (brugondersteuning op een gemeenschappelijke fundering) – Een typische situatie veroorzaakt door windbelasting, waarbij de ene kolom van een vakwerkondersteuning wordt belast door spanning en de andere door compressie. Er is een onderlinge wisselwerking tussen de betonconus uit de groep spanankers en de drukbelasting van de andere kolom. Voor een dergelijk geval biedt Eurocode geen bevredigende analytische oplossing, niet alleen omdat het inherent noodzakelijk is om de betonnen fundering te versterken, dus moet een meer geavanceerde analyse zoals Detail en zijn 3D CSFM worden gebruikt.</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>\nFiguur 4: Verankering van een leidingbrug, ontworpen door <a href=\"http://www.fevia.cz/\">FEVIA s.r.o</a>\n<ul>\n <li>Rekening houden met bestaande wapening bij renovaties – Eventuele renovaties of uitbreidingen kunnen een ander interessant voorbeeld zijn van het gebruik van verankering in detail, aangezien idealiter de bestaande wapening wordt opgenomen. </li>\n</ul>\n<h2>Problemen die zich voordoen</h2>\nOm het samen te vatten:\nEurocode specificeert faalmodi voor zowel spanning als afschuiving voor ankers en beton:\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>\nFiguur 5: Schema van faalmodi – <a href=\"https://people.fsv.cvut.cz/~wald/steel/infaso/InFaSo_Design-manual_II_En.pdf\">Ontwerp van staal-betonverbindingen Ontwerphandleiding II</a>\nEN 1992-4 is specifiek gewijd aan de gedetailleerde beoordeling van gewoon beton. De meeste van deze betonbreuken kunnen worden voorkomen door wapening toe te voegen, wat in sommige gevallen zelfs nodig is (zie voorbeelden hierboven). De norm geeft ons echter geen duidelijke handvatten meer hoe hiermee om te gaan.\nEen ander probleem doet zich voor wanneer betonnen kegels met elkaar interageren – Eurocode en andere literatuur (fib bulletin 58) geven alleen voorwaarden voor wanneer en hoe deze kegels afzonderlijk kunnen worden gecontroleerd.\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>\nFiguur 6: CEB-FIB: Bulletin 58 – Ontwerp van verankeringen in beton (2011), hfdst. 1.2\nWe kennen de problemen die zich kunnen voordoen tijdens het ontwerp, maar wat kunnen we eraan doen? Opgeven of...\n... Zoek een oplossing.\n<h2>De oplossing </h2>\nDetail kan de bovenstaande gevallen zeer efficiënt oplossen. Het maakt het mogelijk om de invloed van wapening op het draagvermogen te beoordelen en maakt ook de beoordeling mogelijk van de gevallen die niet onder de norm vallen. In combinatie met Connection is het dan mogelijk om uitgebreide standaard codecontroles te verkrijgen voor alle soorten storingen. \nEr is al veel geschreven over beide toepassingen, maar het kan zeker geen kwaad om een korte vergelijking en een paar bronnen toe te voegen voor een dieper begrip van de methoden:\n<ul>\n <li>IDEA StatiCa Connection – gericht op het beoordelen van staalverbindingen, inclusief verankering in beton. De ankers worden beoordeeld <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">volgens empirische formules</a> in overeenstemming met de norm. Het betonblok is gemodelleerd met behulp van het \"Winkler\"-schema, dus de mogelijke beoordeling is alleen voor gewoon beton.</li>\n <li>IDEA StatiCa Detail – Het model in detail is van de laatste elementen, inclusief de wapening. Vanwege de basisaanname dat alle spanning wordt overgedragen door de wapening (in beton wordt de spanning verwaarloosd), is de oplossing alleen geschikt voor gewapend beton. Met behulp van <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a> verkrijgen we de spanningen van beton en wapening/ankers, die worden geëvalueerd met grenswaarden van Eurocode. Daarnaast krijgen we een realistisch beeld van het gedrag van de constructie, zoals spanningsstromen en vervormingen. De 3D CSFM-methode omvatte de effecten van tri-axiale spanning. </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>\nFiguur 4: Vergelijking tussen Connection en Detail (input en modellen)\nZoals gezegd is een combinatie van beide nodig voor een volledige beoordeling. Voor efficiënt werken is <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">een import van Connection to Detail</a> ingeschakeld, inclusief extra parameters en belastingen. \nOm de methode te begrijpen, kunt u doorgaan naar de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">theoretische achtergrond.</a> Om op de hoogte te blijven van functionaliteiten, ga je naar de <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Release Notes</a>. \n<h2>Wat ga je doen?</h2>\n3D Detail (met CSFM) vertegenwoordigt een belangrijke stap voorwaarts, waardoor complexere behuizingen met vertrouwen kunnen worden ontworpen. Hoewel sommigen misschien ongerust zijn over deze vooruitgang, stellen de technologieën die we tot onze beschikking hebben ons in staat om meer te bereiken dan ooit tevoren - dus waarom zouden we hun potentieel niet omarmen? Vooruitgang is zowel natuurlijk als onvermijdelijk.\nBij IDEA StatiCa zien we verankering als slechts het begin. Het is het eerste geval dat we volledig hebben geverifieerd en we zijn vastbesloten om onze focus in de toekomst uit te breiden naar andere uitdagingen.\nDe vraag is: zul je je aanpassen aan deze ontwikkelingen, of zul je je verzetten tegen verandering?\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ee5b3fc9_0f40_01f5_8916_64b334e6cd89\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d9e5d656_46b2_01a5_a55a_7f02c9e0447f\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" }, { "name": "CZ/SK", "codename": "cz_sk" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Reinforced concrete", "codename": "reinforced_concrete" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [ { "name": "News", "codename": "news" } ], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "Detail 3D", "codename": "detail_3d" }, { "name": "EN (Eurocode)", "codename": "eurocode" }, { "name": "Anchoring", "codename": "anchoring" }, { "name": "Concrete block", "codename": "concrete_block" }, { "name": "CSFM", "codename": "csfm" }, { "name": "Reinforcement", "codename": "reinforcement" }, { "name": "Connection", "codename": "connection" } ], "taxonomyGroup": "labels" }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "url_slug": { "name": "URL slug", "type": "url_slug", "value": "bereik-het-onmogelijke-met-name-in-het-verankeringsontwerp" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"achieve-the-impossible-specifically-in-anchoring-design\",\"[autogenerated]\"]" }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Het onmogelijke bereiken, specifiek in verankeringsontwerp" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Staalverankering is altijd een uitdaging geweest. 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Eurocode formules in IDEA Connection</li>\n <li>Exporteren van funderingsblok met ankers naar 3D Detail</li>\n <li>Modellering van 3D wapening en doorrekenen van het 3D Detail model</li>\n <li>Interpretatie van de resultaten o.b.v. spanningen en rekken wapening en beton</li>\n</ul>" }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "Het berekenen van ankers in kolomvoetplaatverbindingen is voor veel constructeurs een uitdaging. In deze webinar wordt aan de hand van een voorbeeld de volledige workflow doorgenomen van het berekenen van ankers in IDEA StatiCa met de Steel Connection applicatie en de Concrete 3D Detail applicatie.\n\n\n" }, "content": { "images": [ { "description": null, "imageId": "71273dfd-dd00-4f38-bdfa-c304fa6b5c5b", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25cdfa11-b5ff-45a2-b75f-bad4364aea98/10.png", "height": 1138, "width": 1917 }, { "description": null, "imageId": "35f86d15-2098-4287-96df-0420f119b614", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/70f36e55-0005-4892-9bfe-b900ac99b9af/o5uef9qo57.png", "height": 542, "width": 735 } ], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Content", "type": "rich_text", "value": "<h2>Ankerberekening in Steel Connection</h2>\nAl langere tijd is het mogelijk om in IDEA StatiCa met de Steel Connection applicatie kolomvoetplaatverbindingen met ankers en funderingsblok te modelleren en te berekenen. Sinds de nieuwe versie 24.1 is daarbij de optie toegevoegd voor het modelleren van ingestorte haakankers. Voor de toetsing op de verschillende bezwijkmechanismes van de ankers en het beton wordt gebruik gemaakt van empirische formules uit de Eurocode (EN 1992-4 en EN 1993-1-8). Vanwege ontbrekende informatie bij bepaalde type ankers en het feit dat er geen wapening mee gemodelleerd kan worden in het betonblok, kunnen sommige bezwijkmechanismes echter niet volledig getoetst worden. De gebruiker krijgt hiervan wel een melding.\n<figure data-asset-id=\"71273dfd-dd00-4f38-bdfa-c304fa6b5c5b\" data-image-id=\"71273dfd-dd00-4f38-bdfa-c304fa6b5c5b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/25cdfa11-b5ff-45a2-b75f-bad4364aea98/10.png\" data-asset-id=\"71273dfd-dd00-4f38-bdfa-c304fa6b5c5b\" data-image-id=\"71273dfd-dd00-4f38-bdfa-c304fa6b5c5b\" alt=\"\"></figure>\n<h2>3D Detail</h2>\nVoorheen moest de gebruiker dan de toetsingen zelf aanvullen voor bepaalde bezwijkmechanismes met handmatige berekeningen. Om deze tekortkomingen te verhelpen is het sinds v24.0 nu mogelijk om het model uit de Connection applicatie te exporteren naar de Concrete 3D Detail applicatie. Hierbij worden het funderingsblok, de voetplaat en de ankers inclusief de krachten binnengehaald. Vervolgens kan men in de 3D Detail applicatie de wapening in het funderingsblok modelleren en een volledig fysisch niet-lineaire berekening uitvoeren. \n<figure data-asset-id=\"35f86d15-2098-4287-96df-0420f119b614\" data-image-id=\"35f86d15-2098-4287-96df-0420f119b614\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/70f36e55-0005-4892-9bfe-b900ac99b9af/o5uef9qo57.png\" data-asset-id=\"35f86d15-2098-4287-96df-0420f119b614\" data-image-id=\"35f86d15-2098-4287-96df-0420f119b614\" alt=\"\"></figure>\nDe resultaten zijn dan niet op basis van de standaard Eurocode formules, maar op basis van optredende spanningen en rekken in het beton en in de wapening. Aan de hand van een voorbeeld zullen we deze gehele workflow tijdens het webinar doorlopen.\n<h3>Nog meer?</h3>\nLeer meer over het uitvoeren van ankerberekeningen in IDEA StatiCa:\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-use-hilti-profis-engineering-plugin\">Link IDEA StatiCa Checkbot naar Hilti PROFIS </a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Theoretische achtergrond ankerberekening in IDEA StatiCa Connection</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/import-of-anchoring-from-connection-to-detail\">Afschuiving via ankers, afschuif kluft en wrijving in IDEA StatiCa 3D Detail</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Theoretische achtergrond IDEA StatiCa 3D Detail</a></li>\n</ul>\n<h1>Webinar opname</h1>" }, "presenters": { "name": "Presenters", "type": 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href=\"#load-transfer-devices\">Belastingoverdrachtsapparaten</a> \n<a href=\"#concrete-meshing-in-3D-CSFM\">Meshing in 3D CSFM</a> \n<a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Oplossingsmethode en belastingscontrolealgoritme voor 3D CSFM</a> \n<a href=\"#presentation-of-3D-results\">Presentatie van 3D-resultaten</a> \n<a href=\"#model-imported-from-idea-statica-connection\">Model geïmporteerd uit IDEA StatiCa Connection</a>\n<h2>Model verificatie</h2>\n<a href=\"#limit-states\">Grenstoestanden</a>\n<h2>Constructieve controles volgens Eurocode</h2>\n<a href=\"#material-models-in-3D-CSFM\">Materiaalmodellen in 3D CSFM</a> \n<a href=\"#partial-safety-factors\">Gedeeltelijke veiligheidsfactoren</a> \n<a href=\"#ultimate-limit-state-checks\">Uiteindelijke grenstoestandscontroles</a>\n<h1> \n</h1>\n<h1>Inleiding tot de 3D CSFM methode</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___presentation_of\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n377f708d_ffed_010f_a3ea_f541beed2a6a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___model_imported_\"></object>\n<h1> \n</h1>\n<h1>Model verificatie</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e3eb6b52_9844_013e_fdd3_5354216f73d4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___limit_states\"></object>\n<h1> \n</h1>\n<h1>Constructieve controles volgens Eurocode</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84179b81_06cc_0190_7410_2a91827a1c86\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n75fda0bb_122a_01ea_ce45_2cd26365d44f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___partial_safety_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dee6e007_a8d5_01b8_a075_230161127493\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___ultimate_limit_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<h2>Verificaties en validaties</h2>\n<a data-item-id=\"e081c56f-acc4-4fb8-9cd1-baade3696435\" href=\"\">Eenheidstest: Verankering</a>\n<a data-item-id=\"d13f72cd-bd14-4d68-88c9-356feb036305\" href=\"\">Eenheidstest: Eenvoudige buigproef op trilbalken</a>\n<a data-item-id=\"c816c6e4-7ccd-49a9-8487-9c0740fb6489\" href=\"\">Eenheidstest: Afschuifproeven in liggers met weinig beugels</a>\n<a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\">Tri-axiale spanning - het actieve opsluitingseffect</a>\n<a data-item-id=\"2cc2c336-cd6b-49b0-bd2a-a0c3b88f9787\" href=\"\">Kolommen onderworpen aan hoge drukbelasting - Passief opsluitingseffect</a>\n<a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">Uittrekgedrag van gegoten ankers met verschillende inbeddiepten</a>\n<h3>Referenties</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. Math. Probl. Eng. 2019, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. Tech. Gaz. 2019, 26, 412-419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb-Rankine material model for concrete. Eng. Comput. 2011, 28, 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. Appl. Mech. Mater. 2014, 624, 630-634.</li>\n</ol>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" }, { "name": "CZ/SK", "codename": "cz_sk" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Concrete", "codename": "concrete" }, { "name": "Reinforced concrete", "codename": "reinforced_concrete" }, { "name": "Prestressed concrete", "codename": "prestressed_concrete" } ], "taxonomyGroup": "product_group" }, "support_center_article_types": { "name": "Support center article", "type": "taxonomy", "value": [ { "name": "Theoretical background", "codename": "theoretical_background" } ], "taxonomyGroup": "support_center_article" }, "expertise_levels": { "name": "Expertise level", "type": "taxonomy", "value": [ { "name": "Beginner", "codename": "beginner" }, { "name": "Intermediate", "codename": "intermediate" }, { "name": "Expert", "codename": "expert" } ], "taxonomyGroup": "expertise_level" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "EN (Eurocode)", "codename": "eurocode" }, { "name": "CSFM", "codename": "csfm" }, { "name": "ULS", "codename": "uls" }, { "name": "Geometry", "codename": "geometry" }, { "name": "Load effects", "codename": "load_effects" }, { "name": "Overall check", "codename": "check" }, { "name": "Material settings", "codename": "material_settings" }, { "name": "Limitations", "codename": "limitations" }, { "name": "Support", "codename": "support" }, { "name": "Corbels/Brackets", "codename": "corbels_brackets" }, { "name": "Reinforcement", "codename": "reinforcement" }, { "name": "Shear", "codename": "shear" }, { "name": "Stress in reinforcement", "codename": "stress_in_reinforcement" }, { "name": "Detail 3D", "codename": "detail_3d" } ], "taxonomyGroup": "labels" }, "linked_items": { "name": "Linked items", "type": "modular_content", "value": [ "detail_3d___known_limitations", "pullout_behavior_of_cast_in_place_bonded_anchors_w" ], "linkedItems": [] }, "attachments__files": { "name": "Attachments", "type": "asset", "value": [] }, "content_priority__value": { "name": "Content priority value", "type": "number", "value": 9969 }, "options": { "name": "Options", "type": "multiple_choice", "value": [ { "name": "Show Print Button", "codename": "show_print_button" } ] }, "url_slug": { "name": "Url slug", "type": "url_slug", "value": "idea-statica-detail-constructief-ontwerp-van-betonnen-3d-discontinuiteiten" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"idea-statica-detail-structural-design-of-concrete-3d-discontinuities-idea-statica-detail-structureel-ontwerp-van-betonnen-3d-discontinuiteiten\",\"[autogenerated]\"]" }, "content_settings__sitemap": { "name": "Show in sitemap", "type": "multiple_choice", "value": [] }, "content_settings__robots": { "name": "Search engine indexing", "type": "multiple_choice", "value": [] }, "content_settings__is_hidden": { "name": "Hidden nested content", "type": "multiple_choice", "value": [] }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "IDEA StatiCa Detail - Constructief ontwerp van betonnen 3D discontinuïteiten" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "3D CSFM is een geavanceerde methode voor het analyseren van 3D gewapend beton." }, "metadata__page_keywords": { "name": "Page keywords", "type": "text", "value": "" }, "metadata__canonical_url": { "name": "Canonical URL", "type": "text", "value": "" }, "metadata__og_title": { "name": "OG:title", "type": "text", "value": "" }, "metadata__og_description": { "name": "OG:description", "type": "text", "value": "" }, "metadata__og_image": { "name": "OG:image", "type": "asset", "value": [] }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] }, "page_tree_settings__page_label": { "name": "Page label", "type": "text", "value": "" }, "page_tree_settings__path_segment": { "name": "Path segment", "type": "text", "value": "" }, "page_tree_settings__breadcrumb_style": { "name": "Breadcrumb style", "type": "multiple_choice", "value": [] }, "page_tree_settings__hide_in_breadcrumbs": { "name": "Hide in breadcrumbs", "type": "multiple_choice", "value": [] } }, "system": { "codename": "theoretical_background_3d_detail", "collection": "default", "id": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2", "language": "nl-NL", "lastModified": "2024-11-12T15:03:02.8811154Z", "name": "Theoretical background 3D Detail", "sitemapLocations": [], "type": "support_center_article", "workflowStep": "published", "workflow": "default" } } ] }, "support_center_articles": { "name": "Support center article", "type": "taxonomy", "value": [], "taxonomyGroup": "support_center_article" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [], "taxonomyGroup": "labels" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Connection design", "codename": "connection_design" }, { "name": "Reinforced concrete", "codename": "reinforced_concrete" } ], "taxonomyGroup": "product_group" }, "include_webinars": { "name": "Include webinars", "type": "multiple_choice", "value": [] }, "include_case_studies": { "name": "Only case studies", "type": "multiple_choice", "value": [] }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "b51aedea_ce8a_013d_2420_4edae215beed", "collection": "default", "id": "b51aedea-ce8a-013d-2420-4edae215beed", "language": "en-US", "lastModified": "2025-12-08T22:32:56.5468372Z", "name": "b51aedea-ce8a-013d-2420-4edae215beed", "sitemapLocations": [], "type": "widget_support_center_articles", "workflowStep": null, "workflow": null } } ], "links": [ { "codename": "n03_26_2025___us_webinar_anchor_reinforcement_in_b", "linkId": "31b902c9-4e85-44cf-a657-0bc288d40521", "urlSlug": "anchor-reinforcement-in-base-plate-design", "type": "webinar" } ], "name": "Content", "type": "rich_text", "value": "Every industry faces its own challenges when it comes to base plate design. Let's take a look at the top five most common: \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>\nCommon in new construction, base plates with cast-in anchors rely on pre-positioned anchors that are poured together with the foundation. These are straightforward to install, but they require accurate checks for anchor tension, shear, and concrete breakout, as per ACI 318. These plates are typically used in commercial buildings, multi-story frames, warehouse columns, pipe racks, and equipment supports.\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>\nsource: Smart Steel building\nIn <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\">Detail 3D</a>, where full <a data-item-id=\"31b902c9-4e85-44cf-a657-0bc288d40521\" href=\"\">anchor-reinforcement</a> interaction and concrete checks are performed.\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>\nPlates 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.\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>\nIn Connection, 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. \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>\nIf the design fails under unreinforced concrete assumptions or in more complex situations, the connection can be modeled directly in Detail 3D to include reinforcement and advanced concrete behavior. \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>\nEmbedded 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.\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>\nIn IDEA StatiCa Connection, 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. \nWhen the plate is tied to reinforcement or complex load paths exist within the concrete, exporting to Detail 3D enables full-depth modeling of the embedment, reinforcement anchorage, and surrounding concrete stress fields.\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>\nBase 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.\nIn Connection, 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.\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>\nIn Detail 3D, 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.\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>\nDesigning 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.\nIn IDEA StatiCa 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.\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>\nFor detailed reinforcement and multi-plane concrete stress analysis, the model can be exported to Detail 3D, which provides a complete 3D representation of both concrete faces, ensuring accurate simulation of combined bearing and breakout effects.\n<h2>Summary of Base Plate Design Capabilities in IDEA StatiCa</h2>\nThe table below provides an overview of all the base plate configurations currently supported in IDEA StatiCa, ranging from modeling in Connection or Detail 3D only to full Connection–Detail 3D integration. 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!\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>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Concrete", "codename": "concrete" }, { "name": "Reinforced concrete", "codename": "reinforced_concrete" } ], "taxonomyGroup": "product_group" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [ { "name": "Features", "codename": "features" } ], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "Detail 3D", "codename": "detail_3d" }, { "name": "ACI (USA)", "codename": "aci__usa_" }, { "name": "Reinforcement", "codename": "reinforcement" } ], "taxonomyGroup": "labels" }, "options": { "name": "Options", "type": "multiple_choice", "value": [ { "name": "Show Navigation", "codename": "show_navigation" } ] }, "url_slug": { "name": "URL slug", "type": "url_slug", "value": "top-five-most-common-base-plate-types" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"common-base-plate-types-how-idea-statica-supports-them\",\"[autogenerated]\"]" }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Top Five Most Common Base Plate Types" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Struggling with base plate connections? From cast-in to adhesive anchors, IDEA StatiCa covers all common base plate scenarios. 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"44b90fbb-8348-4643-8966-823b2c71587b", "urlSlug": "release-notes-idea-statica-25-1", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "<h2>Anchor type selection for better understandability</h2>\nWhen defining the anchor configurations, there is now a two-step anchor selection process in IDEA StatiCa Connection, designed to improve clarity, consistency, and user control. The new workflow separates the installation process from the anchor type, making it easier for designers to select the correct anchoring method and ensuring a unified experience between the Connection and Detail applications.\nAnchor definition now follows a two-step logic:\n<ol>\n <li>Installation process selection – first define whether the anchor is Post-installed or Cast-in-place</li>\n <li>Anchor type selection – based on the installation process, relevant anchor types become available:\n <ul>\n <li>Post-installed: Threaded rod, <a href=\"#25-1-general-anchors\">General anchor</a></li>\n <li>Cast-in place: 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>\nThe feature is implemented in all operations supporting anchor definition, including Base Plate and Fastener Grid or Contact operations.\nReleased in <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">IDEA StatiCa version 25.1</a>.\n<h2>Embed plates </h2>\nIDEA StatiCa Connection introduces comprehensive support for embed plates anchored with headed studs and reinforcement 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 ACI 318-25, enabling verification of both tension and shear resistance for cast-in connections.\n<h3>Headed studs</h3>\nA device type for headed studs can be found under the Design tab. The shear force transfer is limited to the Anchors option, with Direct stand-off only. Supported materials include ASTM A108 Types A & B, 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.\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>\nImplemented design checks follow ACI 318-25  and cover the following:\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>\nAn option for reinforcement anchorage is also introduced in the Design tab. Again, the shear force transfer is limited to the Anchors option, with Direct stand-off only. \nThe 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.\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>\nDesign checks follow ACI 318-25, covering\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>\nLimitations: 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.\n<h3>Combining headed studs and reinforcement </h3>\nIn case of higher load, the headed studs and reinforcement can be combined. This is practically modeled using the Fastener Grid or Contact operation.\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>\nThe redistribution of tension and shear is among all anchors based on their stiffness. The users can‘t change the force distribution (SCI 416).\nThe checks are evaluated in line with CEB-FIP Bulletin 58, 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 IDEA StatiCa Detail.\nFor cast-in plates with headed studs and/or reinforcement, the base plate is embedded in the concrete.\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>\nIn the Materials 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. \n<figure data-asset-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" data-image-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\"><img 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"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75", "urlSlug": "connection-library-de-grootste-database-met-downloadbare-staalverbindingen", "type": "support_center_article" }, { "codename": "rn_25_0__direct_link_from_connection_to_viewer", "linkId": "5152d8ac-d32e-4980-94a5-02c3192596a2", "urlSlug": "directe-link-van-connection-naar-viewer", "type": "support_center_article" }, { "codename": "rn_24_0__in_app_tooltips_and_links_with_support_ce", "linkId": "27ac2cc3-d891-4fcd-af3f-ea3b93fbb440", "urlSlug": "in-app-tooltips-en-links-met-support-center", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n06653db6_2745_0140_69fc_34765c2711ea\"></object>\nLees naast de <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hoogtepunten in versie 25.1</a> de volledige lijst met nieuwe functionaliteiten:\n<h2>Betonontwerp</h2>\nDetail\n3D-analyse\n<ul>\n <li><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Verankeringstypes (draadeinden, volgplaten, gladde wapeningsstaven)</a></li>\n <li><a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Bijwerken van ingegoten platen</a></li>\n <li><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Opties voor verankeringsplaten</a></li>\n <li><a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">Ankers vastgemaakt aan de voetplaat en gerelateerd aan het middelpunt</a></li>\n <li><a data-item-id=\"b01780a3-d07a-4184-bc1a-29a87b138150\" href=\"\">Stomp van stalen lid voor lastoverdracht</a></li>\n <li><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australische code voor verankering</a></li>\n</ul>\n2D-analyse\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Ongebonden voorspankabel</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Gladde wapeningsstaven</a></li>\n <li><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australische code voor voorspanning</a></li>\n</ul>\nAlgemene verbeteringen\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Geavanceerde resultaatweergave</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" href=\"\">Britse betonkwaliteiten</a></li>\n</ul>\nBalk\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">LTB resultaten opgenomen in definitie van balk- en torsiestijfheid</a></li>\n</ul>\n<h2>Staalontwerp</h2>\nVerbeteringen in het verankeringsontwerp\n<ul>\n <ul>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Selectie van verankeringstypes voor een beter begrip</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Ingegoten platen (Eurocode)</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Verankering op verschillende vlakken</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Twee voetplaten (bewerkingen) in één blok</a></li>\n <li><a data-item-id=\"3ca0244b-77ba-4403-8a9c-344ba277b147\" href=\"\">Algemene ankerdatabase</a></li>\n </ul>\n</ul>\nVerbeteringen in de ontwerpsjablonen\n<ul>\n <ul>\n <li><a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">Meerdere sjablonen toepasbaar op één model</a></li>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Verbeteringen van de voorgedefinieerde set</a></li>\n <li><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Bulk import van sjablonen naar Connection Library</a></li>\n </ul>\n</ul>\nAanpassing van uw projecten\n<ul>\n <ul>\n <li><a data-item-id=\"dfedaf85-c16f-5228-849c-0bfe09e9e8d1\" href=\"\">Standaardrapporten opslaan voor elk Connection-project</a></li>\n <li><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\">De algemene doorsnede opslaan in MPRL</a></li>\n </ul>\n</ul>\nRegionale verbeteringen\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-WTsections\">WT-profielen toegevoegd aan de bibliotheek (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-ACI318-25\">Implementatie van ACI 318-25 (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-anchorage-IS\">Verankeringscontroles in de Indiase standaard (IS)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-new-languages\">Nieuwe talen - Bulgaars, Kroatisch, Oekraïens, Traditioneel Chinees</a></li>\n </ul>\n</ul>\nNauwkeurigheid van de resultaten, veiligheid van het project\n<ul>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Update van de FEM mesh voor CHS-leden</a></li>\n <li><a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Getrapte analyse in Member</a></li>\n <li><a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\">Knikberekening van modellen met pennen</a></li>\n <li><a data-item-id=\"ca60076a-b991-493d-9cd8-1b4d0bdb270b\" href=\"\">Waarschuwing voor grote vervorming</a></li>\n</ul>\n<h2>BIM en Checkbot</h2>\nCheckbot-workflows\n<ul>\n <li><a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Uitlijnen van staven per doorsnede</a></li>\n <li><a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Knikanalyse berekenen voor alle verbindingen</a></li>\n <li><a data-item-id=\"4074acd5-0f5f-40f9-aa70-ac1ff373919d\" href=\"\">Bulkberekening voortgangsbalk en annuleren</a></li>\n <li><a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">Bulkrapport voor alle verbindingen in het Checkbot-project</a></li>\n</ul>\nBIM-koppelingen\n<ul>\n <li><a data-item-id=\"b3d3da84-9c37-4296-8df1-643f1f87dacd\" href=\"\">ETABS en SAP2000 BIM-koppeling naar Detail</a></li>\n <li><a data-item-id=\"32eee9f7-135f-46c5-8b98-19fa9d4b466c\" href=\"\">Verbinding API functies update</a></li>\n <li><a data-item-id=\"eafb9bb3-40dd-4541-a819-c970430ce001\" href=\"\">Ondersteunde BIM koppelingen in versie 25.1</a></li>\n</ul>\n<h2>Cloud tools en algemene verbeteringen</h2>\n<ul>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">Bladwijzers voor verbindingsbibliotheek</a></li>\n <li><a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\">Verbindingsproject gedeeld via e-mail</a></li>\n <li><a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\">Uitgebreide tooltips in apps helpen met duidelijkheid</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b193275b_ea39_011e_67fa_c0cf1a21fec0\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Licensing", "codename": "licensing" } ], "taxonomyGroup": "product_group" }, "support_center_article_types": { "name": "Support center article", "type": "taxonomy", "value": [ { "name": "Release notes", "codename": "release_notes" } ], "taxonomyGroup": "support_center_article" }, "expertise_levels": { "name": "Expertise level", "type": "taxonomy", "value": [], "taxonomyGroup": "expertise_level" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "v25.1", "codename": "v25_1" } ], "taxonomyGroup": "labels" }, "linked_items": { "name": "Linked items", "type": "modular_content", "value": [ "rn_25_0__release_notes_idea_statica_25_0___highlig", "rn_24_1__release_notes_idea_statica_24_1", 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"linkedItemCodenames": [ "f389e5a7_1d83_01fa_fcbf_a20e1aa98701", "n1fcf1485_a805_01bc_2c5b_2d537d6abc20" ], "linkedItems": [ { "elements": { "url": { "name": "Video URL", "type": "text", "value": "https://youtu.be/rWOp-gm3jLE" } }, "system": { "codename": "f389e5a7_1d83_01fa_fcbf_a20e1aa98701", "collection": "default", "id": "f389e5a7-1d83-01fa-fcbf-a20e1aa98701", "language": "nl-NL", "lastModified": "2025-04-29T15:24:43.8677796Z", "name": "f389e5a7-1d83-01fa-fcbf-a20e1aa98701", "sitemapLocations": [], "type": "video", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "Lees de volledige release notes" }, "subtitle": { "name": "Subtitle", "type": "text", "value": "" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": " " }, "styles": { "name": "Block style", "type": "multiple_choice", "value": [ { "name": "gray with image", 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[], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n1fcf1485_a805_01bc_2c5b_2d537d6abc20", "collection": "default", "id": "1fcf1485-a805-01bc-2c5b-2d537d6abc20", "language": "nl-NL", "lastModified": "2025-04-29T15:24:43.8677796Z", "name": "1fcf1485-a805-01bc-2c5b-2d537d6abc20", "sitemapLocations": [], "type": "widget_cta_block", "workflowStep": null, "workflow": null } } ], "links": [ { "codename": "rn_25_0__additional_anchoring_types_definition", "linkId": "35df682b-c8f1-4bfa-9a34-26b74991d405", "urlSlug": "gietplaten-in-detail", "type": "support_center_article" }, { "codename": "rn_25_0__modeling_operations___negative_volume__cu", "linkId": "66c5106a-42a9-49a9-9e0c-0fa806b495c3", "urlSlug": "modelleringsopties-negatief-volume-snijvlak-gerelateerd-aan-middelpunt", "type": "support_center_article" }, { "codename": "rn_25_0__templates_in_detail_2d_for_aci_and_aus", "linkId": "8ec9789b-c663-4cfe-92f8-86a031d720d3", "urlSlug": "templates-in-detail-voor-aci-en-aus", "type": "support_center_article" }, { "codename": "rn_25_0__aci_environment_in_detail", "linkId": "fbf41a21-2c16-4d27-875f-415de12ebcff", "urlSlug": "terminologie-en-code-checks-afgestemd-op-aci", "type": "support_center_article" }, { "codename": "rn_25_0__prestressing_per_aci_318_19_in_detail", "linkId": "ae281b4c-1097-4039-92e3-b28d69385c95", "urlSlug": "voorspanning-volgens-aci-318-19-in-detail", "type": "support_center_article" }, { "codename": "rn_25_0__australian_code_for_detail", "linkId": "7ddfda28-482b-412a-8712-c4bd8c1616e9", "urlSlug": "Australian code for Detail", "type": "support_center_article" }, { "codename": "rn_25_0__import_from_beam_to_detail_including_rein", "linkId": "aa86833c-cb6b-40d4-956e-f08c3940ec10", "urlSlug": "importeren-van-beam-naar-detail-inclusief-wapening-en-voorspankabels", "type": "support_center_article" }, { "codename": "rn_24_1__lateral_torsional_buckling_in_beam", "linkId": "d575da28-1aec-48ce-859e-9a977926e976", "urlSlug": "laterale-torsie-instabiliteit-voor-prefab-liggers", "type": "support_center_article" }, { "codename": "rn_25_0__connection_wizard", "linkId": "cc99ba50-ed96-445b-b357-96fbd857ba58", "urlSlug": "connection-wizard", "type": "support_center_article" }, { "codename": "rn_25_0__combination_of_parametric_template_and_un", "linkId": "e8d3e9e8-0671-460a-bc80-22eb894538ca", "urlSlug": "combination-of-a-parametric-template-and-unrelated-operations", "type": "support_center_article" }, { "codename": "rn_25_0__saving_of_user_defined_cross_sections_to_", "linkId": "60b0c9c3-2cd1-43b2-a025-3933402ec16b", "urlSlug": "opslaan-van-door-de-gebruiker-gedefinieerde-dwarsdoorsneden-in-mprl", "type": "support_center_article" }, { "codename": "rn_25_0__slotted_hole_sizes_for_the_selected_plate", "linkId": "ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5", "urlSlug": "sleufgaten-voor-de-geselecteerde-plaat", "type": "support_center_article" }, { "codename": "rn_25_0__regional_improvements_in_25_0", "linkId": "b69964d5-581d-4184-bddd-80b58f80a902", "urlSlug": "regionale-verbeteringen-in-25-0", "type": "support_center_article" }, { "codename": "rn_25_0__direct_link_from_connection_to_viewer", "linkId": "5152d8ac-d32e-4980-94a5-02c3192596a2", "urlSlug": "directe-link-van-connection-naar-viewer", "type": "support_center_article" }, { "codename": "rn_24_0__parametric_templates_in_connection_librar_e89674e", "linkId": "e89674ed-d5af-49c1-aa2b-31b486a16302", "urlSlug": "de-gebruikersinterface-van-de-idea-statica-viewer", "type": "support_center_article" }, { "codename": "rn_25_0__bulk_workflows_and_critical_load_filter_i", "linkId": "7ba21733-7480-4d32-8a69-19128290b53a", "urlSlug": "bulkworkflows-en-filter-voor-kritische-belasting-in-checkbot", "type": "support_center_article" }, { "codename": "rn_25_0__import_of_anchors_from_tekla_structures", "linkId": "e6865842-1664-4015-aa16-70e79c700dba", "urlSlug": "ankers-importeren-uit-tekla-structures", "type": "support_center_article" }, { "codename": "rn_25_0__bim_link_between_midas_civil_nx_and_idea_", "linkId": "6fdde728-ceeb-4fdf-b42f-21f2fc86f40b", "urlSlug": "bim-koppeling-tussen-midas-civil-nx-en-idea-statica-checkbot", "type": "support_center_article" }, { "codename": "rn_25_0__new_rest_api_between_grasshopper_and_conn", "linkId": "4a748abe-c756-476c-a510-7a800fd062e7", "urlSlug": "nieuwe-rest-api-tussen-grasshopper-en-connection", "type": "support_center_article" }, { "codename": "rn_25_0__supported_bim_links_in_version_25_0", "linkId": "7b02dc99-b67b-4c35-8eef-c99b48e28860", "urlSlug": "ondersteunde-bim-koppelingen-in-versie-25-0", "type": "support_center_article" }, { "codename": "rn_25_0__template__copy___copy_", "linkId": "31249a64-d058-4a63-ae77-bdb65da4d67e", "urlSlug": "nieuwe-launcher-app", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "<h2>Hoogtepunten van versie 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f389e5a7_1d83_01fa_fcbf_a20e1aa98701\"></object>\n<h2>Betonontwerp</h2>\n<ul>\n <li>Verankeringsontwerp uitgebreid met <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">ingegoten platen</a>, <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">kolomvoetstukken en algemene funderingsvormen</a>. Allemaal met <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">nieuwe wizard templates</a></li>\n <li><a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\">ACI ontwerpcode</a> geïmplementeerd voor verankeringen, met nieuwe export van Connection naar 3D Detail.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\">Voorspanningsontwerp volgens ACI 318-19</a> en <a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australische code</a> toegevoegd aan 2D-detail.</li>\n <li>Berekening van 3D Detail 4x sneller, snellere opstart van applicatie met nieuwe 3D-scène.</li>\n <li><a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\">Nieuwe link van Beam naar Detail</a> voor Prefab ontwerpers. Kip analyse van <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Beam gekoppeld aan RCS</a>.</li>\n</ul>\n<h2>Staalontwerp</h2>\n<ul>\n <li><a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">Wizard opnieuw ontworpen</a> voor meer dan 200 typische parametrische templates voor verbindingen.</li>\n <li>Persoonlijke en bedrijfsbibliotheek toegankelijk vanuit Wizard.</li>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\">Parametrische </a>templates verbeterd, waardoor de benodigde invoer is teruggebracht tot een paar parameters. Nieuwe mogelijkheid om <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">parametrische sjablonen te combineren met aangepaste bewerkingen</a>.</li>\n <li>Deelbare op maat gemaakte stalen <a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\">doorsneden opgeslagen in MPRL</a>.</li>\n <li>Boutverbindingen met <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\">sleugaten met plaat (meerdere platen) selectie.</a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\">Regionale verbeteringen</a> - PJP lassen voor EC, ACI code versie 318-19, en verankering voor GB (China) code. De Engelse taal van onze hulpmiddelen is aangepast aan de specifieke regionale kenmerken van de Britse en Amerikaanse markt.</li>\n <li>Het model direct delen in <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\">Viewer vanuit Connection</a>. Prestaties van de 3D-scène 10x sneller voor complexe verbindingen met ondersteuning van nieuwe modelinformatie over <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">verankeringen van betonblokken, dwarsverbindingen</a> of ankereigenschappen.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Viewer-mogelijkheden</a> uitgebreid met <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">extra modelinformatie</a> over ankers en betonblokken.</li>\n</ul>\n<h2>BIM en Checkbot</h2>\n<ul>\n <li><a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\">De nieuwe bulkworkflows van Checkbot</a> importeren tot 1000 knooppuntmodellen, automatisch groeperen van verbindingen met selectie van kritische belastingseffecten. Berekenen en rapporten genereren, alles met één klik.</li>\n <li>Duidelijke status van knooppunten direct zichtbaar in 3D-scène met Connection autosave.</li>\n <li>BIM-koppeling met Tekla Structures met <a data-item-id=\"e6865842-1664-4015-aa16-70e79c700dba\" href=\"\">volledige ondersteuning van verankeringsmodellen</a>.</li>\n <li>Nieuwe <a data-item-id=\"6fdde728-ceeb-4fdf-b42f-21f2fc86f40b\" href=\"\">BIM-koppeling met Midas NX</a> en <a data-item-id=\"4a748abe-c756-476c-a510-7a800fd062e7\" href=\"\">Grasshopper-plugin</a> bijgewerkt tot nieuwe Connection API</li>\n <li>Controleer de compatibiliteit met uw software in de lijst met <a data-item-id=\"7b02dc99-b67b-4c35-8eef-c99b48e28860\" href=\"\">ondersteunde versies in 25.0</a></li>\n</ul>\n<h2>Bruikbaarheid en licenties</h2>\n<ul>\n <li><a data-item-id=\"31249a64-d058-4a63-ae77-bdb65da4d67e\" href=\"\">Nieuwe Launcher app</a>, het eerste venster van de IDEA StatiCa toolbox biedt de meest relevante info en nieuws voor elke gebruiker.</li>\n <li>Gebruikersportaal biedt nieuwe zelfbedieningsopties voor licentiebeheerders voor het <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#self-service\">beheer van gebruikersaccounts</a>, samen met <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#activity-score\">een ervaringsscore</a> voor gebruikers en een bijgewerkt dashboard voor e-learning.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1fcf1485_a805_01bc_2c5b_2d537d6abc20\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Licensing", 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"image/png", "size": 624286, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e2b4e525-3b71-4b57-b362-35dd80b60e80/Compatibility%20of%20versions.png", "width": 1200, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": null, "displayTimeZone": null }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "IDEA StatiCa modellen die ontworpen zijn in oudere versies van IDEA StatiCa kunnen verschillen vertonen wanneer je upgrade naar de nieuwste versie." }, "content": { "images": [ { "description": null, "imageId": "598f53c8-737d-4644-8ad8-b1803561fe51", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png", "height": 630, "width": 1200 }, { "description": null, "imageId": "f0efb8d7-94e8-42aa-9603-c58548093a59", "url": 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"geometrically_nonlinear_analysis", "linkId": "19493ffb-f7cc-4070-8da9-7de73a4104fb", "urlSlug": "geometrically-nonlinear-analysis", "type": "support_center_article" }, { "codename": "weld_spreading_area", "linkId": "39838f72-2f1e-4385-9393-952efa63dc20", "urlSlug": "weld-spreading-area", "type": "support_center_article" }, { "codename": "rn_25_0__release_notes_idea_statica_25_0___highlig", "linkId": "4092856c-6824-4dcf-b42e-4a7a9b561c83", "urlSlug": "release-notes-idea-statica-25-0-hoogtepunten", "type": "support_center_article" }, { "codename": "rn_25_0__release_notes_idea_statica_25_0___full_ve", "linkId": "16ee2c44-5334-4be9-8cc8-5100e7211880", "urlSlug": "release-notes-idea-statica-25-0-full-list", "type": "support_center_article" }, { "codename": "rn_24_1__user_portal___user_usage_reporting", "linkId": "4788d48e-6df5-4028-b282-8699303315b0", "urlSlug": "automatisch-onderscheid-tussen-normtoetsing-op-basis-van-ankertype", "type": "support_center_article" }, { "codename": "rn_23_0__new_mesher", "linkId": "939df342-cb53-4862-aef6-f71038dcbd91", "urlSlug": "betere-resultaten-met-precieze-meshing", "type": "support_center_article" }, { "codename": "rn_24_1__3d_detail_out_of_beta", "linkId": "b871eedc-885b-4f1b-993d-578acfe45641", "urlSlug": "3d-detail-is-uit-de-beta-versie", "type": "support_center_article" }, { "codename": "rn_24_1__shear_transferring_devices__anchors__shea", "linkId": "9cbe085e-7b89-4860-a28d-33fe19f1c4ae", "urlSlug": "overdracht-van-afschuiving-door-ankers-afschuifkluft-en-wrijving", "type": "support_center_article" }, { "codename": "rn_24_1__lateral_torsional_buckling_in_beam", "linkId": "d575da28-1aec-48ce-859e-9a977926e976", "urlSlug": "laterale-torsie-instabiliteit-voor-prefab-liggers", "type": "support_center_article" }, { "codename": "rn_24_1__release_notes_idea_statica_24_1", "linkId": "2930d8aa-f173-4be0-a2eb-6142785d5361", "urlSlug": "release-notes-idea-statica-24-1", "type": "support_center_article" }, { "codename": "rn_24_0__release_notes_idea_statica_24_0___full_ve_17d58b3", "linkId": "17d58b3b-ad50-4d8b-9be5-8c387010e618", "urlSlug": "release-notes-idea-statica-24-1-full-list", "type": "support_center_article" }, { "codename": "rn_23_1_", "linkId": "a812ce0d-b124-4e23-a47a-c23596542092", "urlSlug": "out-of-surface-load-warning-in-member", "type": "support_center_article" }, { "codename": "rn_24_0__manual_settings_of_cut_or_cut_extend_func", "linkId": "af78d64f-182b-4c58-ac7d-4f5e02505e9b", "urlSlug": "handmatige-controle-over-de-verlenging-van-elementen", "type": "support_center_article" }, { "codename": "rn_24_0__shear_resistance_of_slabs_in_rcs_431204f", "linkId": "431204ff-fe93-46cb-ab0c-eb74dc6bff6d", "urlSlug": "nauwkeurige-berekening-van-de-afschuifweerstand-van-betonplaten", "type": "support_center_article" }, { "codename": "rn_24_0__free_checkbot_for_all_supported_fea_and_c", "linkId": "e6265d1f-5135-46de-91cf-05c783c4ffc8", "urlSlug": "checkbot-free-the-structural-design-hub-for-fea-and-cad-data", "type": "support_center_article" }, { "codename": "rn_24_0__release_notes_idea_statica_23_1", "linkId": "d20b6ced-cb86-4b2c-9488-1788032ab730", "urlSlug": "releaseopmerkingen-idea-statica-24-0", "type": "support_center_article" }, { "codename": "rn_24_0__release_notes_idea_statica_24_0___full_ve", "linkId": "52afe115-4e0f-4c6a-be42-e82757fdb937", "urlSlug": "release-notes-idea-statica-24-0-full-list", "type": "support_center_article" }, { "codename": "weld_check_visualization", "linkId": "b4706514-8348-4710-918e-fd6b6e80c5f5", "urlSlug": "welds-autodesign-input-warnings-visualization", "type": "support_center_article" }, { "codename": "rn_23_1__shear_force_position_input_and_visualizat", "linkId": "a92ec89a-9706-46a2-9681-e08ce1a1cec9", "urlSlug": "invoer-en-visualisatie-van-dwarskrachtpositie", "type": "support_center_article" }, { "codename": "rn_23_1__yield_strength_reduction_for_high_strengt", "linkId": "1352883b-0a63-4fa5-b379-7fa5536c9b4e", "urlSlug": "reductie-van-de-vloeisterkte-voor-kokers-van-hoogsterkte-staal", "type": "support_center_article" }, { "codename": "rn_23_1__warning_for_welds_and_bolts_connecting_th", "linkId": "139d124d-d3e0-463d-979a-86ae271d3e81", "urlSlug": "waarschuwingen-voor-lassen-en-bouten-die-dezelfde-platen-verbinden", "type": "support_center_article" }, { "codename": "rn_23_1__packing_plate__filler_plate__recognition", "linkId": "1148f543-3884-4985-b774-b8cc13147689", "urlSlug": "herkenning-van-de-vulplaat", "type": "support_center_article" }, { "codename": "rn_23_0__detailing_improvements_for_bolts_and_weld", "linkId": "5f4c7d1f-5145-4fa0-a9bf-535808187857", "urlSlug": "verbeteringen-voor-detaillering-van-bouten-en-lassen-in-eurocode", "type": "support_center_article" }, { "codename": "rn_23_1__notes_in_report_about_not_performed_check", "linkId": "26962c6a-7395-4994-b91c-2f02923d157f", "urlSlug": "limitations-to-checks-of-anchors", "type": "support_center_article" }, { "codename": "rn_23_1__detailed_calculation_of_connection_design", "linkId": "2cc695f0-16cc-40cf-87c4-c5f8c4ca6605", "urlSlug": "gedetailleerde-berekening-van-materiaalwaarden-voor-verbindingsontwerp-weergegeven-voor-platen", "type": "support_center_article" }, { "codename": "rn_23_1__singularity_detection_in_member", "linkId": "e9a04b3d-e2e6-4408-b09d-8403b233380f", "urlSlug": "singulariteitsdetectie-in-member", "type": "support_center_article" }, { "codename": "rcs___interaction_code_check_improvements", "linkId": "808008d4-d25a-403f-a4cd-ed61e1c71203", "urlSlug": "verbetering-van-interactienorm-controle-in-rcs", "type": "support_center_article" }, { "codename": "rn_23_1__release_notes_idea_statica_23_1", "linkId": "068f049a-e99f-4d33-9148-692c33fad018", "urlSlug": "versie-informatie-idea-statica-23-1", "type": "support_center_article" }, { "codename": "rn_23_0__prequalified_joints__aisc_", "linkId": "b43e9a21-f95d-40c7-96be-62c96573bc3b", "urlSlug": "kwalificatiecontroles-van-seismische-voorgekwalificeerde-verbindingen-voor-aisc", "type": "support_center_article" }, { "codename": "rn_23_0__standards_implementation", "linkId": "20bea177-2a2e-4326-adb2-82c7e021cae7", "urlSlug": "update-van-ansi-aisc-360-22-csa-s16-19-normen-en-taiwanese-secties", "type": "support_center_article" }, { "codename": "rn_23_0__template__copy_", "linkId": "d4c5223a-47bd-4c4a-b3cf-041381232705", "urlSlug": "berekening-van-ankers-met-tussenruimte", "type": "support_center_article" }, { "codename": "rn_23_0__eurocode_refactoring", "linkId": "1fa719d0-2d65-42bb-b892-7b1bdb540d77", "urlSlug": "eurocode-updates-voor-dunwandige-elementen-en-ankers", "type": "support_center_article" }, { "codename": "rn_23_0__edge_indexing_improvement_in_member", "linkId": "ae8ec5d5-7aff-4dc1-9e94-a414912414c1", "urlSlug": "indexering-van-randen-in-modellen-voor-elementen-en-verbindingen", "type": "support_center_article" }, { "codename": "rn_22_1__template__copy__f1af162", "linkId": "f1af1623-b7a3-4b77-8562-18cddae30194", "urlSlug": "belasting-extreme-selectie", "type": "support_center_article" }, { "codename": "rn_23_0__limited_stress_check_feature_in_detail", "linkId": "77cd8496-7dd0-44e8-8153-3f7498958c0c", "urlSlug": "beperkte-spanningscontrole-in-detail", "type": "support_center_article" }, { "codename": "rn_23_0__implementation_of_long_term_losses_in_det", "linkId": "11765fc5-842e-4fe5-afed-c54104da47d5", "urlSlug": "implementation-of-long-term-losses-in-detail", "type": "support_center_article" }, { "codename": "rn_23_0__improvements_for_aci_318_19_in_detail", "linkId": "b2f21cdf-2d85-4815-ad24-fbe41ac65093", "urlSlug": "improvements-for-aci-318-19-in-detail", "type": "support_center_article" }, { "codename": "rn_23_0__imperial_rounding_improvements_in_detail", "linkId": "358763b8-7373-444f-ab5f-d207d38e281b", "urlSlug": "imperial-rounding-improvements-in-detail", "type": "support_center_article" }, { "codename": "equivalent_time_for_deflection", "linkId": "9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e", "urlSlug": "equivalent-time-for-deflection-evaluation", "type": "support_center_article" }, { "codename": "rn_23_0__enhanced_mesh_in_member__copy_", "linkId": "fcf88cfa-ef51-4afa-a139-917a5f1f8cbb", "urlSlug": "triangular-mesh-in-concrete-member", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_23_0", "linkId": "9a275699-6cf5-48a3-ac7c-1154c4c1331a", "urlSlug": "release-notes-idea-statica-23-0", "type": "support_center_article" }, { "codename": "rn_22_1_timber_connections__show_angle_to_grains", "linkId": "eed5a14c-0581-42b1-8a67-7181fb8d4fdf", "urlSlug": "houtverbindingen-hoek-met-de-nerf", "type": "support_center_article" }, { "codename": "rn_22_1__significant_step_to_designing_and_code_ch", "linkId": "eac075cc-9e8a-4d0b-b678-e94b527863df", "urlSlug": "gmnia-solver-uitgebreid-met-afschuif-en-torsie-effecten", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_22_1", "linkId": "8136efc3-3a87-48df-9cb2-890edbe4cfb2", "urlSlug": "opmerkingen-bij-de-release-idea-statica-22-1", "type": "support_center_article" }, { "codename": "rn_22_0__loads_in_equilibrium_by_default", "linkId": "da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c", "urlSlug": "standaardbelastingen-in-evenwicht", "type": "support_center_article" }, { "codename": "rn_22_0__fatigue_improvements", "linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8", "urlSlug": "vermoeiings-analyse-hoe-de-resultaten-worden-weergegeven", "type": "support_center_article" }, { "codename": "rn_21_1__through_bolts_for_hollow_sections_warning", "linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3", "urlSlug": "waarschuwing-voor-doorgaande-bouten-in-holle-doorsneden", "type": "support_center_article" }, { "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": "opmerkingen-bij-uitgave-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": "specifieke-lascontroles-volgens-eurocode-en-en-indiase-norm-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": "bedrijfssets-selectie-in-de-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": "bijgewerkte-cbfem-solver", "type": "support_center_article" }, { "codename": "condensed_elements", "linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599", "urlSlug": "gecondenseerde-superelementen-onzichtbaar-maar-essentieel", "type": "blog_post" }, { "codename": "differences_in_results_between_version_21_and_olde", "linkId": "d6b52773-3d62-47c6-b200-ea5d94f669b8", "urlSlug": "reken-model-verbeteringen-in-idea-statica-versie-21-0", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_21_0_d5c25f3", "linkId": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50", "urlSlug": "release-notes-idea-statica-staal-beton-21-0", "type": "support_center_article" }, { "codename": "rn_20_1__improved_model_of_contacts", "linkId": "8f9596de-f78e-4169-ad3a-79d88ef7bd6f", "urlSlug": "an-improved-model-of-contacts", "type": "support_center_article" }, { "codename": "rn_20_1__butt_welds_upgraded_model", "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": "stuikweerstand-controle-met-randafstanden-in-idea-connection-versie-20-1", "type": "support_center_article" }, { "codename": "rn_20_1__connecting_plate_eccentricity", "linkId": "16cdb752-6f79-408d-81b6-cc33f0b41778", "urlSlug": "connecting-plate-eccentricity", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_steel_20_1", "linkId": "28c5e551-7dcf-4aed-93a1-97e001d6f3bc", "urlSlug": "release-notes-idea-statica-steel-20-1", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_concrete_20_1", "linkId": "79ff8a70-a79d-483c-8ce8-218a5f43cadc", "urlSlug": "release-notes-idea-statica-concrete-20-1", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_steel_20", "linkId": "4ba1aea8-5819-4504-bfc7-717be84625d1", "urlSlug": "release-notes-idea-statica-steel-20", "type": "support_center_article" }, { "codename": "release_notes_idea_statica_concrete_20", "linkId": "2c50b5cb-2dde-450d-89bd-989d1b561084", "urlSlug": "release-notes-idea-statica-concrete-20", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "<h2>Versiecompatibiliteit</h2>\nDe IDEA StatiCa softwareversie (bijvoorbeeld 22.1.3.0789) wordt beschreven door een nummer dat wordt weergegeven door de hoofdversie (22), de kleine versie (.1), het patchnummer (.3) en het buildnummer (.0789).\nElke major- en minorversie van IDEA StatiCa-toepassingen verandert projectgegevens en maakt het gebruik ervan in de vorige versies onmogelijk. Dit betekent dat als je een project maakt of opslaat in versie 22.1, je het niet kunt openen in 22.0.\nPatches binnen dezelfde versie zijn echter compatibel, dus als je een project maakt of opslaat in patch 22.1.3, kun je het nog steeds openen in patch 22.1.0.\nDe clouddiensten, zoals de <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, genereren altijd projectbestanden in de laatste IDEA StatiCa versie en patch die is uitgebracht.\n<h2>Een oud project openen in een nieuwere versie</h2>\nModellen die ontworpen zijn in oudere versies van IDEA StatiCa kunnen verschillen vertonen wanneer je een upgrade uitvoert naar de nieuwste versie. Bij het upgraden naar een nieuwere versie van het programma kun je te maken krijgen met enkele verschillen die samenhangen met het openen van modellen die zijn gemaakt in oudere versies.\nLees om op de hoogte te blijven de <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">release notes</a> voor elke uitgebrachte grote en kleine versie, samen met patch-updates en <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lijsten van opgeloste bugs</a>.\nHieronder vindt u een lijst met de belangrijkste wijzigingen voor elke nieuwe versie van het programma die kunnen leiden tot enkele wijzigingen in de resultaten:\n<h3>Wijzigingen in versie 25.1</h3>\nSTEEL\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Update van de FEM mesh voor CHS-elementen</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Getrapte analyse in Staaf</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Knikberekening van modellen met pennen</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Waarschuwing voor grote vervorming</a></li>\n</ul>\nBETON\nEr zijn een aantal essentiële verbeteringen aangebracht in het onderliggende analysemodel. Het ankergaas is verfijnd, de bindingsstijfheid is opnieuw gekalibreerd en het hele systeem van beperkingen tussen ankers en betonblok is verbeterd om het werkelijke belasting-slipgedrag beter weer te geven. Daarnaast is de contactinteractie die het dragen van ankers tegen beton onder afschuifbelasting weergeeft, afgestemd op basis van intern onderzoek, verschillende onderzoeken en richtlijnen van de norm. Al met al verbeteren deze verfijningen het realisme van het mechanisme voor lastoverdracht, wat betekent dat de resultaten kunnen verschillen van eerdere versies - ze zijn meestal realistischer en minder conservatief, terwijl ze veilig blijven.\nLees de <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">volledige lijst met verbeteringen</a> in Release notes IDEA StatiCa 25.1.\n<h3>Wijzigingen in versie 25.0</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrisch niet-lineaire analyse</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Smeerzone voor lassen</a></li>\n</ul>\nLees de <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">volledige lijst met verbeteringen</a> in de Release notes IDEA StatiCa 25.0.\n<h3>Wijzigingen in versie 24.1</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatische codeselectie voor verankeringscontrole</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing rond bout- en pengaten verbeterd</a></li>\n</ul>\nBETON\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is uit BETA</a> en geverifieerd voor verankering</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Overdracht van afschuiving</a> door ankers, afschuifogen en wrijving</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Zijdelingse torsiebuiging</a> (alleen Eurocode)</li>\n</ul>\nLees de <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">volledige lijst met verbeteringen</a> in de Release notes IDEA StatiCa 24.1.\n<h3>Wijzigingen in versie 24.0</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Waarschuwing voor belasting buiten het oppervlak in het element</a> (patch 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Verleng het lid met de snijbewerking</a></li>\n</ul>\nBETON\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Nauwkeurige berekening van de schuifweerstand van platen</a> (patch 23.1.2)</li>\n</ul>\nBIM en CLOUD SERVICES\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Gratis constructief ontwerp hub voor alle ondersteunde FEA en CAD</a>, en beëindiging van de gratis Viewer plugins</li>\n</ul>\nLees de <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">hoogtepunten</a> en de <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">volledige lijst met verbeteringen</a> in de Release notes IDEA StatiCa 24.0.\n<h3>Wijzigingen in versie 23.1</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Lassen - autodesign, invoer, waarschuwingen, visualisatie</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Invoer en visualisatie van schuifkrachtpositie</a> (sinds patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Vermindering van de vloeigrens voor holle profielen van hogesterktestaal</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Waarschuwing voor lassen en bouten die dezelfde platen verbinden</a> (sinds patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Herkenning van opvulplaat (pakkingplaat)</a> (sinds patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Verbeterde detaillering voor bouten en lassen in Eurocode</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Beperkingen voor controles van ankers</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Gedetailleerde berekening van materiaalwaarden voor verbindingsontwerp weergegeven in de resultatentabel van de platen</a></li>\n <li>AISC staal- en boutkwaliteitsmaterialen voor AISC360-22 (sinds patch 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singulariteitsdetectie in Member</a> (sinds patch 23.0.3)</li>\n</ul>\nCONCRETE\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Vooruitgang in interactiecodecontrole in RCS</a> (sinds patch 23.0.2)</li>\n</ul>\nLees de volledige lijst met verbeteringen in <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Release notes IDEA StatiCa 23.1</a>.\n<h3>Veranderingen in versie 23.0</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Kwalificatiecontroles van seismisch voorgekwalificeerde verbindingen voor AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Bijwerken van ANSI/AISC 360-22, CSA S16:19-normen en Taiwain-secties</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Ankers met stand-off</a> (sinds patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode-updates voor dunwandige balken en ankers</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Verbeterde detaillering voor bouten en lassen in Eurocode</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Beperkingen voor controles van ankers</a> (sinds patch 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Randindexering in staven- en verbindingsmodellen</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Belasting extreme selectie</a> (sinds patch 22.1.3)</li>\n</ul>\nBETON\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Functie voor beperkte spanningscontrole in Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementatie van langetermijnverliezen in Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Verbeteringen voor ACI 318-19 in Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Verbeteringen voor keizerlijke afronding in Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalente tijd voor doorbuiging in Beam</a> (sinds patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Driehoekige mesh in betonnen Lid</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Verbeteringen in interactiecodecontrole in RCS</a> (sinds patch 23.0.2)</li>\n</ul>\nLees de volledige lijst met verbeteringen in <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Release notes IDEA StatiCa 23.0</a>.\n<h3>Wijzigingen in versie 22.1</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Hoek ten opzichte van de nerf van de staal-houtverbindingen</a></li>\n</ul>\nBETON\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA-oplosser uitgebreid met afschuif- en torsie-effecten</a></li>\n</ul>\nLees de volledige lijst met verbeteringen in <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Release notes IDEA StatiCa 22.1</a>.\n<h3>Wijzigingen in versie 22.0</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Standaard evenwichtsbelastingen</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Vermoeiingsanalyse - hoe de resultaten worden weergegeven</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Waarschuwing doorgaande bouten voor holle profielen</a></li>\n <li>Verbinding Lite update</li>\n</ul>\nBETON\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update van excentriciteitsdefinitie van een normaalkracht voor betonnen kolommen volgens Eurocode</a></li>\n</ul>\nLees de volledige lijst met verbeteringen in <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Release notes IDEA StatiCa 22.0</a>.\n<h3>Wijzigingen in versie 21.1</h3>\nSTEEL\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Opties voor lagertype voor bouten in versie 21.1 en volgende</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Specifieke lascontroles volgens Eurocode (EN) en Indiase norm (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Update slipweerstandscontrole volgens SP 16</a></li>\n</ul>\nGebruikers van Template Manager kunnen versie 21.1 gebruiken om <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">hun ontwerpen over te brengen naar de nieuwe Verbindingsbibliotheek</a>.\nLees de volledige lijst met verbeteringen in <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Release notes IDEA StatiCa 21.1</a>.\n<h3>Wijzigingen in versie 21.0</h3>\nDe grootste verandering sinds versie 21.0 is in het analysemodel van leden in Verbinding, lees het artikel <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Geüpdatete CBFEM solver</a>, en het blogbericht <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Condensed superelements - invisible but essential</a>. De impact van de wijzigingen wordt ook beschreven in het artikel <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Verbeteringen in het analysemodel in IDEA StatiCa versie 21.0</a>.\nLees de volledige lijst met verbeteringen in <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Release notes IDEA StatiCa 21.0</a>.\n<h3>Wijzigingen in versie 20.1</h3>\nHier wijzen we op artikelen die de belangrijkste verschillen tussen de oudere en nieuwere versie beschrijven.\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Verbeterd model van contacten</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Verbeterd model van stompe lassen</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Draagafstanden van bouten voor Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentriciteit verbindingsplaat</a></li>\n</ul>\nLees de volledige lijst met verbeteringen in <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes IDEA StatiCa Steel 20.1</a> en <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Release notes IDEA StatiCa Concrete 20.1</a>.\n<h3>Wijzigingen in versie 20</h3>\nSchoenmakerijbewerking refactoring\nIn de vorige versie zorgde de vervaardiging van schoenplaten er soms voor dat de benen van L-profielen verwisseld werden, meestal terwijl de elementen geroteerd werden langs de lengteas. Vanaf nu worden de L-profielen correct gepositioneerd en blijft de oriëntatie van de benen hetzelfde terwijl rotatie aan het element wordt toegevoegd. Het nieuwe mechanisme erachter is gebaseerd op de nieuwe positionering van het element (door zijn LCS-coördinaten - in plaats van zijn rotaties).\nLokale coördinatensystemen van elementen in FEA/CAD-toepassingen\nAlle member-entiteiten in FEA/CAD-toepassingen worden zo gemaakt dat hun definitie-as een begin- en eindpunt heeft. Deze twee punten worden genomen als een vector om het lokale coördinatensysteem van het lid te definiëren. In elk project van een FEA/CAD-toepassing worden deze gegevens opgeslagen en kunnen ze gebruikt worden tijdens het importeren. We hebben daar gebruik van gemaakt en het helpt om de correctheid van onze BIM link geometrie import te verbeteren. Aan de andere kant verandert het de regels van het spel en moet de gebruiker aandacht besteden aan de manier waarop het model is gemaakt in FEA/CAD, omdat dit ook invloed heeft op het CBFEM verbindingsmodel. We raden aan om op te letten bij het importeren van FEA/CAD-projecten in versie 20, omdat het lokale coördinatensysteem van de leden het model kan veranderen en het verschil met het model dat in de vorige versies is geïmporteerd groot is.\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>\nCompatibiliteit toepassingsprojecten\nIDEA StatiCa Member applicatie doorloopt agile ontwikkeling, vooral de dataopslagarchitectuur en de geleide gebruikersinterface. Op basis hiervan is het duidelijk dat de projecten die zijn gemaakt in de oudere versies mogelijk niet correct worden geopend in versie 20 of dat de applicatie ze niet kan openen. Houd hier rekening mee en verontschuldig IDEA StatiCa voor het ongemak.\nLees de volledige lijst met verbeteringen in <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Release notes IDEA StatiCa Steel 20.0</a> en <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Release notes IDEA StatiCa Concrete 20.0</a>.\n<h3>Wijzigingen in versie 10.1 en ouder</h3>\nEen van de redenen achter de nieuwe GUI is dat veel engineers zeiden: \"IDEA StatiCa Connection moet foutbestendiger worden\". Deze \"fouten\" zijn meestal gerelateerd aan:\n<ul>\n <li>Het instellen van de juiste lengte van staven - bij extreem korte of lange staven kan dit de resultaten enorm beïnvloeden. Sinds versie 9 stelt IDEA StatiCa Connection automatisch de juiste lengte van alle staven in.</li>\n <li>Lassen - spanningsplastische herverdeling is verreweg de nauwkeurigste ontwerpmethode voor lassen en werd geïntroduceerd in versie 7.1. Tijdens versie 8 - en als overgangsperiode - was het de standaardmethode, naast de andere evaluatiemethoden. Sinds versie 9 is deze methode de enige beschikbare optie en zijn de andere evaluatiemethoden verwijderd om verwarring onder de gebruikers te voorkomen, zoals we via onze helpdesk hebben gezien. Dit zorgt ervoor dat alle lassen in het project veilig ontworpen zijn en voldoen aan de code.</li>\n</ul>\nWe hebben verschillende controlemechanismen geïmplementeerd voor IDEA StatiCa Connection sinds versie 9.0 - automatische controle wanneer de verbinding is gemodelleerd op een aanbevolen manier (singulariteitscontrole, lengtes van de elementen, hun offsets, ...). Als de verbinding niet goed gemodelleerd is, wordt de berekening onderbroken of wordt er een foutmelding weergegeven. Houd er rekening mee dat door al deze verbeteringen het openen van projecten uit vorige versies kan leiden tot een andere modelgeometrie die mogelijk verder bewerkt moet worden.\nWe hebben ook de meshing van holle doorsneden verbeterd - IDEA StatiCa Connection genereert sinds versie 9.0 fijnere meshing op holle doorsneden, wat kan leiden tot iets andere resultaten vergeleken met oudere versies.\nWe tonen de compatibiliteitswaarschuwing bij elke opening van een project van de oudere versies:\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>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" }, { "name": "AMER", "codename": "amer" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Connection design", "codename": "connection_design" }, { "name": "Member design", "codename": "member_design" }, { "name": "Reinforced concrete", "codename": "reinforced_concrete" }, { "name": "Prestressed concrete", "codename": "prestressed_concrete" }, { "name": "Licensing", "codename": "licensing" } ], "taxonomyGroup": "product_group" }, "support_center_article_types": { "name": "Support center article", "type": "taxonomy", "value": [ { "name": "Knowledge base", "codename": "knowledgebase_article" } ], "taxonomyGroup": "support_center_article" }, "expertise_levels": { "name": "Expertise level", "type": "taxonomy", "value": [], "taxonomyGroup": "expertise_level" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "Connection", "codename": "connection" }, { "name": "Member", "codename": "member" }, { "name": "Checkbot", "codename": "checkbot" }, { "name": "RCS", "codename": "rcs" }, { "name": "Beam", "codename": "beam" }, { "name": "Detail 2D", "codename": "detail" }, { "name": "v23.0", "codename": "n23_0" }, { "name": "v23.1", "codename": "n23_1" }, { "name": "v24.0", "codename": "n24_0" }, { "name": "v24.1", "codename": "v24_1" }, { "name": "Detail 3D", "codename": "detail_3d" }, { "name": "v25.0", "codename": "v25_0" }, { "name": "v25.1", "codename": "v25_1" } ], "taxonomyGroup": "labels" }, "linked_items": { "name": "Linked items", "type": "modular_content", "value": [ "untitled_content_item_26e29f8", "rn_25_1__release_notes_idea_statica_25_1___full_li", "rn_25_0__release_notes_idea_statica_25_0___highlig", "rn_24_1__release_notes_idea_statica_24_1" ], "linkedItems": [ { "elements": { "title": { "name": "Main headline (H1)", "type": "text", "value": "Opgeloste incidenten in IDEA StatiCa-patches" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "Solved incidents IDEA StatiCa patches.png", "description": "Solved incidents IDEA StatiCa patches", "type": "image/png", "size": 326664, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d1c7f2cc-8529-428e-9877-ba96bb720b98/Solved%20incidents%20IDEA%20StatiCa%20patches.png", "width": 1200, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": null, "displayTimeZone": null }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "Hier vind je een lijst met opgeloste problemen zoals gerapporteerd door onze klanten. Dit is geen volledige lijst, maar een samenvatting van de belangrijkste problemen/bugs die zijn opgelost. 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1129af11_d11c_0126_ee30_c026a2ee6394\"></object>\n<h2>Version 22.1.6</h2>\nReleased Apr 27, 2023\nLicensing update.\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n571bf362_27fb_013e_9bfb_402c06944428\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n35b2ffd0_426b_0182_b85f_0ec2784af1ad\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0cc77370_aba8_0155_b33b_fbc59f2723c8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" 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"eef900db-352e-4c9b-9a4c-4906627857ad", "urlSlug": "gedeelde-voorkeuren", "type": "support_center_article" }, { "codename": "rn_24_0__integrated_error_messages_with_links", "linkId": "e9466502-2ceb-47a3-a609-499c9c072581", "urlSlug": "eenmalige-aanmelding-single-sign-on-sso", "type": "support_center_article" }, { "codename": "rn_24_0__parametric_templates_in_connection_librar_e89674e", "linkId": "e89674ed-d5af-49c1-aa2b-31b486a16302", "urlSlug": "de-gebruikersinterface-van-de-idea-statica-viewer", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n79fe97d7_4fc4_014f_690b_12e403b026f7\"></object>\nLees naast de <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">hoogtepunten in versie 24.1</a> de volledige lijst met nieuwe functionaliteit:\n<h2>Betonontwerp</h2>\nDetail 3D (alleen Eurocode)\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is uit BETA</a> en geverifieerd voor verankering</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Overdracht van afschuiving</a> door anker, kluft of wrijving</li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Export van volledige verbindingen met nieuwe entiteiten</a></li>\n <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Verbeterde interpretatie van resultaten</a> - doorsneden, spanningscontrole</li>\n <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Werkvlakrasters</a> voor het ontwerpen van nieuwe entiteiten</li>\n <li>Fijne mesh rond ankers en app stabiliteit</li>\n</ul>\nDetail 2D\n<ul>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Nieuwe templates </a> (alleen Eurocode)</li>\n <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Verbeterde BGT-combinaties</a> (alleen Eurocode)</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Stijfheid voor puntondersteuningen</a></li>\n</ul>\nBeam\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Zijdelingse torsiebuiging</a> (kip) (alleen Eurocode)</li>\n</ul>\n<h2>Staalontwerp</h2>\n<ul>\n <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Meet tool in Verbinding</a></li>\n <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Beheer van projectitems en materialen</a></li>\n <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Multiselect in Verbinding</a></li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Snelle app-reactie met snelle annulering van berekeningen</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/project-item-and-material-management#buckling-in-every-project\">Berekeningen in het backstage menu</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Theoretical-background-in-Report-updated\">Theoretische achtergrond in het rapport</a> in het Italiaans en Portugees</li>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-import-a-plate-from-dxf#Smooth-import-of-plate-shape-from-dxf\">Vloeiend importeren van plaatvormen uit DXF</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\">Verbeterde parametrische ontwerpsjablonen</a></li>\n <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regionale verbeteringen</a></li>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatische codeselectie voor verankeringscontrole</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing rond bout- en pengaten</a></li>\n</ul>\n<h2>BIM en Checkbot</h2>\n<ul>\n <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Multi-beheer en groeperingstools in Checkbot</a></li>\n <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parameters nuttig gemaakt voor iedereen</a></li>\n <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">HILTI PROFIS-plugin in Checkbot</a></li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">60% snellere FEA-import in Checkbot</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\">IFC-export vanuit Checkbot</a></li>\n <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Geavanceerde import uit CAD-tools</a></li>\n <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Ondersteunde BIM koppelingen in versie 24.1</a></li>\n</ul>\n<h2>Bruikbaarheid en licenties</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Projectinstellingen</a></li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Gedeelde voorkeuren voor de hele reeks tools</a></li>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Eenmalige aanmelding voor openbaar gebruik</a></li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">De kloof dichten tussen Viewer en Connection</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\">Rapporten over licentiegebruik in het gebruikersportaal</a></li>\n</ul>\n<h2>Volledige release-notes</h2>\nHieronder kunt u de release notes voor IDEA StatiCa 24.1 downloaden in PDF.\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cd231051_9e3e_0177_dc29_60915954e7a6\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", 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"codename": "rn_24_0__parametric_templates_in_connection_librar_e89674e", "linkId": "e89674ed-d5af-49c1-aa2b-31b486a16302", "urlSlug": "de-gebruikersinterface-van-de-idea-statica-viewer", "type": "support_center_article" }, { "codename": "rn_23_1__connection_library___the_largest_database", "linkId": "37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75", "urlSlug": "connection-library-de-grootste-database-met-downloadbare-staalverbindingen", "type": "support_center_article" }, { "codename": "rn_24_1__hilti_profis_plugin_in_checkbot", "linkId": "9a784358-0e6c-4525-8a9c-b675bd76931e", "urlSlug": "hilti-profis-plugin-in-checkbot", "type": "support_center_article" }, { "codename": "rn_24_1__multi_management_tools_in_checkbot", "linkId": "4b69e0c2-0658-4549-93fe-00a12c4a7900", "urlSlug": "multi-management-tools-in-checkbot", "type": "support_center_article" }, { "codename": "rn_24_0__checkbot_ready_for_big_projects", "linkId": "eaf4fb86-4078-4f47-8de7-162a1e35d871", "urlSlug": "checkbot-klaar-voor-grote-projecten", "type": "support_center_article" }, { "codename": "rn_24_1__supported_bim_links_in_version_24_1", "linkId": "91e1b7d3-99d7-4a8a-81ee-8a65faf95b18", "urlSlug": "ondersteunde-bim-koppelingen-in-versie-24-1", "type": "support_center_article" }, { "codename": "rn_24_1__project_settings", "linkId": "e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f", "urlSlug": "projectinstellingen", "type": "support_center_article" }, { "codename": "rn_24_0__integrated_error_messages_with_links", "linkId": "e9466502-2ceb-47a3-a609-499c9c072581", "urlSlug": "eenmalige-aanmelding-single-sign-on-sso", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "<h2>Versie 24.1 hoogtepunten</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bae0c89_c3e5_0128_3714_d9f456709348\"></object>\n<h2>Betonontwerp</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is geverifieerd</a> en klaar voor het constructief ontwerp van verankeringen in 3D, waarbij rekening wordt gehouden met de werkelijke wapening en de problemen met ankers dicht bij betonranden wordt opgelost.</li>\n <li>Nieuw Analyse van <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">laterale torsiebuiging</a> in Beam-app en UGT<a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">-combinaties</a> in Detail voor het ontwerpen van prefab elementen.</li>\n <li>Kant-en-klare <a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">templates voor 2D-detaillering</a> maken de start van het modelleringsproces een kwestie van seconden.</li>\n</ul>\n<h2>Ontwerp van staalverbindingen</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\">Parametrische </a>templates voor typische of repetitieve staalverbindingen. Er zijn standaard 50 templates in de IDEA set en je kunt zelf templates maken.</li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Versnelling van de Connection-applicatie</a> met korter opstarten van de applicatie, snellere reacties in het Backstage-menu en geoptimaliseerde resultaatpresentaties en geheugengebruik voor grote projecten.</li>\n <li>UI-verbeteringen - <a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Projectitem- en materiaalbeheer</a>, <a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Meetgereedschap</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">multiselect/multiedit</a> en <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">DXF-plaatimport</a></li>\n <li>Eurocode verbeteringen bevatten <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatische codeselectie tussen 1993-1-8 en 1992-4</a>. Canada en Australië zijn voorzien van <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#PJP-welds-for-CSA-and-AS\">PJP-lasnaden</a>, <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Update-of-cross-section-and-material-databases\">bijgewerkte AISC v16.0 vormdatabase</a> en <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#material-defaults-aisc-as\">materiaaldefaults</a>.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Viewer mogelijkheden</a> is uitgebreid voor teamsamenwerking door model delen via URL hyperlinks en Link management. Er is <a href=\"https://www.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#The-right-Property-panel\">extra modelinformatie</a> toegevoegd - lastypen en -maten, modeltype, penverbindingen, coördinaten van de verbindingsruimte.</li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">Verbindingsbibliotheek</a> suggereert ontwerpen precies voor specifieke modellen vanuit Viewer.</li>\n</ul>\n<h2>BIM en Checkbot</h2>\n<ul>\n <li>Met de <a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Hilti PROFIS-plugin</a> kunnen meer dan 200.000 huidige Hilti-gebruikers belastingen, materialen en doorsneden exporteren van hun FEA-toepassing naar Hilti PROFIS Engineering via Checkbot.</li>\n <li>Verbindingsontwerpen die van toepassing zijn op <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">knooppuntgroepen in Checkbot</a> worden automatisch gemaakt op basis van geometrie en doorsnede of door de gebruiker gedefinieerde selectie.</li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">De snelheid van</a> de applicatie is met 60% <a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\">toegenomen</a> en opent projecten met 1000 knooppunten in slechts enkele seconden.</li>\n <li>Exportmogelijkheden uitgebreid met <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">IFC-export</a> voor eenvoudige of multi-connectiebestanden.</li>\n <li>Controleer de compatibiliteit met uw software in de lijst met <a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">ondersteunde versies in 24.1</a></li>\n</ul>\n<h2>Bruikbaarheid en licenties</h2>\n<ul>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Nieuwe Projectinstellingen</a> met exporteren en delen, mogelijk om aan te passen voor nationale bijlagen.</li>\n <li><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\">Single Sign-on (SSO) licentietype</a> is beschikbaar voor alle Enterprise-klanten.</li>\n <li>Licentiebeheerders kunnen maandelijkse gebruiksrapporten van IDEA StatiCa-apps bekijken.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a7de3a5a_f918_01ba_d419_f261ebfdf4f4\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Licensing", "codename": "licensing" } ], "taxonomyGroup": "product_group" }, "support_center_article_types": { "name": "Support center article", "type": "taxonomy", "value": [ { "name": "Release notes", "codename": "release_notes" } ], "taxonomyGroup": "support_center_article" }, "expertise_levels": { "name": "Expertise level", "type": "taxonomy", "value": [], "taxonomyGroup": "expertise_level" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "v24.1", "codename": "v24_1" } ], "taxonomyGroup": "labels" }, "linked_items": { "name": "Linked items", "type": "modular_content", "value": [ "opening_older_models_in_current_version", "untitled_content_item_26e29f8", "rn_24_0__release_notes_idea_statica_23_1" ], "linkedItems": [ "[Circular Reference]", "[Circular Reference]", { "elements": { "title": { "name": "Main headline (H1)", "type": "text", "value": "Releaseopmerkingen IDEA StatiCa 24.0" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "Release notes (Video).gif", "description": null, "type": "image/gif", "size": 1648853, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7db5d2ae-802d-48b1-a83a-96a6c0d30a07/Release%20notes%20%28Video%29.gif", "width": 1920, "height": 1080, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": "2024-04-24T06:00:00Z", "displayTimeZone": "Europe/Prague" }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "Versie 24.0 markeert twee mijlpalen. 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"rn_24_0__detail_property_grid___multiselect___mult", "linkId": "c6a63f28-f703-4125-993e-8b2b00d61479", "urlSlug": "multiselectie-en-meervoudige-bewerking-in-detail", "type": "support_center_article" }, { "codename": "rn_24_0__customizable_report_tab_in_detail", "linkId": "a1254395-e1e9-4f5f-9cb2-659d78636ef7", "urlSlug": "aanpasbaar-rapporttabblad-in-detail", "type": "support_center_article" }, { "codename": "rn_24_0__import_of_anchoring_from_connection_to_de", "linkId": "6ef53c71-e5ea-449b-86e5-e040904eac1d", "urlSlug": "verankering-importeren-van-connection-naar-detail-beta", "type": "support_center_article" }, { "codename": "rn_24_0__features_and_improvements_for_modeling__s", "linkId": "395f4930-13ed-462a-b2ba-1de744864390", "urlSlug": "uitgebreide-weergaveopties-en-gebruikersinterface-in-detail", "type": "support_center_article" }, { "codename": "rn_24_0__rcs_api_ede447f", "linkId": "ede447fe-7a31-421c-951b-b4b5d291ff2d", "urlSlug": "rcs-api-voor-gestroomlijnde-en-efficiente-ontwerpprocessen", "type": "support_center_article" }, { "codename": "rn_24_0__free_checkbot_for_all_supported_fea_and_c", "linkId": "e6265d1f-5135-46de-91cf-05c783c4ffc8", "urlSlug": "checkbot-free-the-structural-design-hub-for-fea-and-cad-data", "type": "support_center_article" }, { "codename": "rn_24_0__checkbot_ready_for_big_projects", "linkId": "eaf4fb86-4078-4f47-8de7-162a1e35d871", "urlSlug": "checkbot-klaar-voor-grote-projecten", "type": "support_center_article" }, { "codename": "rn24_0__viewer_improvements", "linkId": "8e0407fe-f601-4810-b98b-3725be29d5e9", "urlSlug": "snelle-projectvisualisatie-in-viewer", "type": "support_center_article" }, { "codename": "rn_24_0__supported_bim_links_in_version_24_0", "linkId": "c47fe8a4-faa9-45bd-9e52-346863674f26", "urlSlug": "supported-bim-links-in-version-24-0", "type": "support_center_article" }, { "codename": "rn_24_0__integrated_error_messages_with_links", "linkId": "e9466502-2ceb-47a3-a609-499c9c072581", "urlSlug": "eenmalige-aanmelding-single-sign-on-sso", "type": "support_center_article" }, { "codename": "rn_24_0__user_portal___redesign___enhancements", "linkId": "71c42530-7c6f-4d69-82ba-5848a74e0ba1", "urlSlug": "verbeterd-gebruikersportaal", "type": "support_center_article" }, { "codename": "rn_24_0__ux___basic_keyboard_shortcuts", "linkId": "6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7", "urlSlug": "sneltoetsen-hotkeys-in-idea-statica-applicaties", "type": "support_center_article" }, { "codename": "rn_24_0__shared_settings_within_the_whole_tool_ran", "linkId": "eef900db-352e-4c9b-9a4c-4906627857ad", "urlSlug": "gedeelde-voorkeuren", "type": "support_center_article" }, { "codename": "rn_24_0__error_dialog_resolution_suggestions", "linkId": "681b748a-eb87-4148-8329-a31be6a2c184", "urlSlug": "foutafhandeling-met-integratie-van-ondersteuningscentrum", "type": "support_center_article" }, { "codename": "rn_24_0__in_app_tooltips_and_links_with_support_ce", "linkId": "27ac2cc3-d891-4fcd-af3f-ea3b93fbb440", "urlSlug": "in-app-tooltips-en-links-met-support-center", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "Er wordt ook een baanbrekende 3D-oplossing voor het ontwerpen van betonconstructies geïntroduceerd voor funderingen en wanden.\n<h2>Hoogtepunten van versie 24.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"db371410_614f_011e_66f8_b8385de08102\"></object>\n<h2>Staal</h2>\n<ul>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Parametrische templates</a> verminderen het aantal clicks voor standaardverbindingen met wel 80%. </li>\n <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\">Schetsen</a> bevatten nu alle noodzakelijke gegevens voor detailers (bewerkbaar, leesbaar). </li>\n <li>Database Connection Library uitgebreid van 400k naar 1000k, met nieuwe filters (AISC/EN,...).</li>\n <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\">Lasdimensionering</a> met één klik voor de volledige capaciteit van alle lassen in de verbinding.</li>\n <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\">Automatisch ontwerp van bouten</a> voor dwarskrachtverbindingen.</li>\n <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\">PJP Welds</a> voor AISC</li>\n <li>Alleen voor Eurocode: Modellering van <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\">Pennen</a>, <a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\">Lasoptimalisatie</a> met behulp van machine learning.</li>\n <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\">Haakankers/L-bouten in AISC</a> (Verankeringsupdate voor Australische/Indiase normen).</li>\n <li>Een reeks <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\">functies en verbeteringen</a> voor het comfort van dagelijkse modelleerroutines.</li>\n <li>U kunt <a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\">de taal van het Rapport wijzigen</a> zonder dat dit invloed heeft op de taal van de applicatie.</li>\n</ul>\n<h2>Beton</h2>\n<ul>\n <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">Funderingen</a> en <a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\">Wanden</a> met behulp van het 3D-model in IDEA StatiCa Detail. U kunt funderingen en uit-het-vlak wanden constructief ontwerpen en hun echte gedrag zien. Deze functionaliteit is in BETA en early access beschikbaar omdat de verificaties nog gaande zijn. </li>\n <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\">Intuïtief modelleren</a> met bulkaanpassingen, snellere 3D-scène en rekensnelheid.</li>\n <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\">Rapport</a> volledig aanpasbaar, met theoretische achtergrond en herschikking van onderdelen.</li>\n <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">Export</a> van een fundering van de Connection applicatie naar Detail.</li>\n <li>Enkele kleine <a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\">verbeteringen</a> die een enorme invloed hebben op de Detail applicatie.</li>\n <li>Gebruik de <a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\">RCS API voor gestroomlijnde en efficiënte ontwerpprocessen</a>.</li>\n</ul>\n<h2>BIM en Checkbot</h2>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">GRATIS versie van Checkbot</a> voor ingenieurs, detailers, EOR's en anderen zonder commerciële licentie van IDEA StatiCa. Dit vervangt GRATIS CAD-plugins.</li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot is klaar voor grote projecten</a>, verwerkt betrouwbaar imports (<30 sec) van modellen tot 1000 knooppunten en opent ze met 50% sneller.</li>\n <li>Cloud applicatie <a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\">Viewer</a> toont nu lasteffecten en heeft verbeterde uptime en laadtijd.</li>\n <li>Controleer de compatibiliteit met uw software in de lijst met <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\">ondersteunde versies in 24.0</a></li>\n</ul>\n<h2>Bruikbaarheid en Licenties</h2>\n<ul>\n <li>Inloggen met <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Single Sign-On</a> en <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\">Verbeteringen van het Gebruikersportaal</a></li>\n <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\">Sneltoetsen</a> en een nieuwe taal (Braziliaans Portugees)</li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Gedeelde voorkeuren</a> om instellingen voor projecten en applicaties te beheren</li>\n <li>Nieuwe <a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\">Foutmeldingen</a> en <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\">Tooltips</a> met koppelingen naar het ondersteuningscentrum</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n81262dd5_1269_018b_84f3_d4f07a3fcfc0\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Concrete", "codename": "concrete" }, { "name": "Licensing", "codename": "licensing" } ], 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full list", "sitemapLocations": [], "type": "support_center_article", "workflowStep": "published", "workflow": "default" } } ] }, "attachments__files": { "name": "Attachments", "type": "asset", "value": [] }, "content_priority__value": { "name": "Content priority value", "type": "number", "value": 15000 }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "url_slug": { "name": "Url slug", "type": "url_slug", "value": "anchor-and-cast-in-plate-design-guided-workflow-for-safe-efficient-connections" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"anchor-and-cast-in-plate-design-guided-workflow-for-safe-efficient-connections\",\"[autogenerated]\"]" }, "content_settings__sitemap": { "name": "Show in sitemap", "type": "multiple_choice", "value": [] }, "content_settings__robots": { "name": "Search engine indexing", "type": "multiple_choice", "value": [] }, "content_settings__is_hidden": { "name": "Hidden nested content", "type": "multiple_choice", "value": [] }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Anchor and Cast-In Plate Design: Guided Workflow for Safe Structural Connections" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Design anchors and cast-in plates faster with a guided workflow for safe, code-compliant steel-to-concrete connections. Improve accuracy, confidence, and efficiency in anchorage design." }, "metadata__page_keywords": { "name": "Page keywords", "type": "text", "value": "" }, "metadata__canonical_url": { "name": "Canonical URL", "type": "text", "value": "" }, "metadata__og_title": { "name": "OG:title", "type": "text", "value": "Anchor and Cast-In Plate Design Made Easier" }, "metadata__og_description": { "name": "OG:description", "type": "text", "value": "Anchoring just got easier. Learn how a guided workflow helps engineers design anchors and cast-in plates faster while ensuring safe, code-compliant connections." }, "metadata__og_image": { "name": "OG:image", "type": "asset", "value": [ { "name": "cover image embed.jpg", "description": "cast in plates anchoring", "type": "image/jpeg", "size": 98546, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1862f66b-489d-4d68-a450-0378785b8bff/cover%20image%20embed.jpg", "width": 1437, "height": 882, "renditions": {} } ] }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": "<ul>\n <li>cs-CZ: Translated on 23.10.2025 12:42</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pt-PT: Never translated</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n</ul>" }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] }, "page_tree_settings__page_label": { "name": "Page label", "type": "text", "value": "" }, "page_tree_settings__path_segment": { "name": "Path segment", "type": "text", "value": "" }, "page_tree_settings__breadcrumb_style": { "name": "Breadcrumb style", "type": "multiple_choice", "value": [] }, "page_tree_settings__hide_in_breadcrumbs": { "name": "Hide in breadcrumbs", "type": "multiple_choice", "value": [] } }, "system": { "codename": "rn_25_1__cast_in_plates__aisc_aci_", "collection": "default", "id": "cb64bdc5-2f37-49d8-8d7d-b3fe448338c9", "language": "en-US", "lastModified": "2025-12-23T15:40:28.5522108Z", "name": "Anchor and cast-in plate design: Guided workflow for safe, efficient connections", "sitemapLocations": [], "type": "support_center_article", "workflowStep": "published", "workflow": "default" } }, { "elements": { "title": { "name": "Main headline (H1)", "type": "text", "value": "Gietplaten in detail" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "Cast-in_intro.png", "description": null, "type": "image/png", "size": 131786, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7173e31b-2d01-411c-b34f-fbc602b05f00/Cast-in_intro.png", "width": 1200, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": null, "displayTimeZone": "Europe/Prague" }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "Wanneer ze zijn geïmplementeerd in IDEA StatiCa Detail, ontsluiten ingegoten platen meer verankeringsmogelijkheden voor betonblokken, waardoor ingenieurs complexe verankeringssystemen kunnen ontwerpen en analyseren. Deze integratie zorgt voor geoptimaliseerde ontwerpen en een efficiëntere workflow." }, "content": { "images": [ { "description": null, "imageId": "d129951b-e95a-4bb4-9092-0776492850e3", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png", "height": 1149, "width": 1919 }, { "description": null, "imageId": "f319d686-ac68-40db-90e3-46123bdafe09", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png", "height": 1149, "width": 1919 }, { "description": null, "imageId": "34e765c1-c294-45ea-854d-7e39b28acb60", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3f2b9a03-0d51-40d9-b4ed-0ad29a9d70e7/Cast-in_03.png", "height": 219, "width": 433 }, { "description": null, "imageId": "05bc4502-efd0-448b-ac31-691fc0339e9e", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/19fd529b-37a2-41bc-9e67-6b57545d84b3/Cast-in_04.png", "height": 268, "width": 431 }, { "description": null, "imageId": "70de1642-91e7-42e4-afb6-71769cb64cfa", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be27a2e9-4d96-4e7f-a8d4-8454237625a0/Cast-in_05.png", "height": 217, "width": 432 }, { "description": null, "imageId": "1a9a4f84-61af-4408-93fd-1f4300ede70d", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e650312b-b71a-4bae-ac5e-e49a49b35b49/Cast-in_02.1.png", "height": 1141, "width": 1912 } ], "linkedItemCodenames": [ "untitled_content_item_1085ffa" ], "linkedItems": [ "[Circular Reference]" ], "links": [ { "codename": "rn_25_0__release_notes_idea_statica_25_0___full_ve", "linkId": "16ee2c44-5334-4be9-8cc8-5100e7211880", "urlSlug": "release-notes-idea-statica-25-0-full-list", "type": "support_center_article" }, { "codename": "theoretical_background_3d_detail", "linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2", "urlSlug": "idea-statica-detail-constructief-ontwerp-van-betonnen-3d-discontinuiteiten", "type": "support_center_article" }, { "codename": "rn_25_1__release_notes_idea_statica_25_1___full_li", "linkId": "44b90fbb-8348-4643-8966-823b2c71587b", "urlSlug": "release-notes-idea-statica-25-1", "type": "support_center_article" } ], "name": "Content", "type": "rich_text", "value": "In Detail vind je ingegoten platen met bevestigingsmiddelen/wapening van verschillende types die vaak in de bouw worden gebruikt voor het vastzetten van balken, kolommen of gevelelementen. Gietplaten zorgen voor een sterke en betrouwbare lastoverdracht tussen staal- en betonconstructies.\n<h2>Gietplaten in Detail</h2>\nGietplaten zijn beschikbaar als een Load Transfer Device in de selectie van de modeleenheid. De geometrie en positie van de plaat kunnen worden gedefinieerd in een enkel eigenschappenraster, terwijl een extra tabel gebruikers in staat stelt om meerdere groepen bevestigingen toe te voegen en te combineren. Bevestigingsmiddelen kunnen direct voor elke specifieke plaat worden gedefinieerd. Gebruikers kunnen een onbeperkt aantal bevestigingsmiddelen toevoegen en zelfs meerdere typen combineren binnen één plaat.\n<figure data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png\" data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" alt=\"\"></figure>\n<h2>Soorten bevestigingen</h2>\nDe ingegoten plaat maakt gelaste wapening in drie vormen mogelijk: Recht, L-vorm en U-vorm.\n<figure data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png\" data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" alt=\"\"></figure>\n<ul>\n <li>Recht: Verankeringen kunnen worden gerangschikt in rijen en posities volgens een vooraf gedefinieerde sleutel (vergelijkbaar met het plaatsen van bouten in Verbindingen). Gebruikers kunnen materiaal, lengte en diameter definiëren en een verankeringstype opgeven.</li>\n</ul>\n<figure data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3f2b9a03-0d51-40d9-b4ed-0ad29a9d70e7/Cast-in_03.png\" data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" alt=\"\"></figure>\n<ul>\n <li>L-vorm: Gedefinieerd als twee rijen ankers met instelbare tussenruimte en rijafstand, met de optie om een verankeringstype op te geven.</li>\n</ul>\n<figure data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/19fd529b-37a2-41bc-9e67-6b57545d84b3/Cast-in_04.png\" data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" alt=\"\"></figure>\n<ul>\n <li>U-vorm: Een ononderbroken reeks versterkingen die een U-vorm vormen, aan beide zijden verbonden.</li>\n</ul>\n<figure data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be27a2e9-4d96-4e7f-a8d4-8454237625a0/Cast-in_05.png\" data-asset-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" data-image-id=\"70de1642-91e7-42e4-afb6-71769cb64cfa\" alt=\"\"></figure>\nUitgebracht in <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">IDEA StatiCa versie 25.0</a>.\n<h2>Kopbout</h2>\nDe kopbout brengt de belasting uitsluitend over op het beton door middel van drukcontact. De kop is gemodelleerd als een plaat-omhulsel-element dat direct aan de ankerschacht is bevestigd met volledig aanpasbare afmetingen. De plaat zelf wordt lineair gemodelleerd, zonder plasticiteit, en wordt niet onderworpen aan weerstandscontroles. Aangezien de schacht geen verbindingssterkte heeft, wordt de volledige belasting overgedragen op het beton via de kop.\nAan dit element worden overeenkomstige materiaalklassen toegekend volgens ISO 13918, beschikbaar in de MPRL.\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>Modelgedrag</h2>\nAnkers worden behandeld als elementen die bestand zijn tegen zowel afschuiving als spanning, omdat ze aan de plaat zijn gelast. Hun evaluatie volgt dezelfde principes als standaardankers, met vergelijkbare beperkingen (bijv. afschuiving in het anker kan nog niet worden beoordeeld in de toepassing). Voor meer informatie, zie de <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretische achtergrond</a>.\nEen controleoptie maakt het mogelijk om te definiëren welke groep van bevestigingsmiddelen specifieke lasttypes overdraagt, bijvoorbeeld door afschuiving toe te wijzen aan draadeinden terwijl wapening spanning en samendrukking overbrengt.\nUitgebracht in <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">IDEA StatiCa versie 25.1</a>.\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "APAC", "codename": "apac" }, { "name": "EMEA", "codename": "emea" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Concrete", "codename": "concrete" } ], "taxonomyGroup": "product_group" }, 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"content_priority__value": { "name": "Content priority value", "type": "number", "value": null }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "url_slug": { "name": "Url slug", "type": "url_slug", "value": "gietplaten-in-detail" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"cast-in-plates-in-detail\",\"[autogenerated]\"]" }, "content_settings__sitemap": { "name": "Show in sitemap", "type": "multiple_choice", "value": [] }, "content_settings__robots": { "name": "Search engine indexing", "type": "multiple_choice", "value": [] }, "content_settings__is_hidden": { "name": "Hidden nested content", "type": "multiple_choice", "value": [] }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Extra definitie verankeringstypes" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Wanneer ze geïmplementeerd worden in IDEA StatiCa Detail, ontsluiten ingegoten platen meer verankeringsmogelijkheden voor blokken gewapend beton, waardoor ingenieurs complexe verankeringssystemen kunnen ontwerpen en analyseren." }, "metadata__page_keywords": { "name": "Page keywords", "type": "text", "value": "" }, "metadata__canonical_url": { "name": "Canonical URL", "type": "text", "value": "" }, "metadata__og_title": { "name": "OG:title", "type": "text", "value": "" }, "metadata__og_description": { "name": "OG:description", "type": "text", "value": "" }, "metadata__og_image": { "name": "OG:image", "type": "asset", "value": [] }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": "<ul>\n <li>cs-CZ: vertaald op 24.10.2025 14:44</li>\n <li>de-DE: Nooit vertaald</li>\n <li>en-US: Nooit vertaald</li>\n <li>es-ES: Nooit vertaald</li>\n <li>fr-FR: Nooit vertaald</li>\n <li>hu-HU: Nooit vertaald</li>\n <li>it-IT: Nooit vertaald</li>\n <li>nl-NL: nooit vertaald</li>\n <li>pt-PT: Nooit vertaald</li>\n <li>ro-RO: nooit vertaald</li>\n <li>ru-RU: nooit vertaald</li>\n</ul>" }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] }, "page_tree_settings__page_label": { "name": "Page label", "type": "text", "value": "" }, "page_tree_settings__path_segment": { "name": "Path segment", "type": "text", "value": "" }, "page_tree_settings__breadcrumb_style": { "name": "Breadcrumb style", "type": "multiple_choice", "value": [] }, "page_tree_settings__hide_in_breadcrumbs": { "name": "Hide in breadcrumbs", "type": "multiple_choice", "value": [] } }, "system": { "codename": "rn_25_0__additional_anchoring_types_definition", "collection": "default", "id": "35df682b-c8f1-4bfa-9a34-26b74991d405", "language": "nl-NL", "lastModified": "2025-10-30T07:21:29.1044264Z", "name": "RN 25.0/25.1: Cast-in plates in Detail", "sitemapLocations": [], "type": "support_center_article", "workflowStep": "published", "workflow": "default" } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "NCSEA Webinar: Integration for Base Plate Design and Anchor Reinforcement" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "NCSEA Webinar Integration for Base Plate Design.png", "description": null, "type": "image/png", "size": 238588, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/592453a8-6872-4446-a36f-9ff58e5f2128/NCSEA%20Webinar%20Integration%20for%20Base%20Plate%20Design.png", "width": 1200, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Webinar date", "type": "date_time", "value": "2025-09-24T17:00:00Z", "displayTimeZone": "UTC" }, "post_date_2": { 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During the webinar, you’ll learn how to model, analyze, and code-check steel base plates and anchoring systems in a more streamlined, efficient workflow." }, "content": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Content", "type": "rich_text", "value": "Designing steel base plates on concrete pedestals presents a number of structural challenges, including concrete breakout, anchor pullout, and complex load transfer mechanisms. Traditional anchoring design approaches, while safe, often lead to overly conservative results that increase material usage, construction complexity, and overall project costs.\nIn this technical webinar, we’ll walk through how to overcome these limitations using IDEA StatiCa — a powerful design tool that seamlessly connects steel and concrete design.\nThis webinar is organized in cooperation with <a href=\"https://www.ncsea.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">NCSEA</a> and <a href=\"https://www.structuremag.org/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">STRUCTURE magazine</a>. \n<h2>Webinar recording</h2>" }, "presenters": { "name": "Presenters", "type": "modular_content", "value": [ "david_eckrote" ], "linkedItems": [] }, "recorded_video": { "name": "Recorded video", "type": "text", "value": "https://youtu.be/GVG-2U3zsMQ" }, "gotowebinar_key": { "name": "GoToWebinar key", "type": "text", "value": "" }, "marketing_consent": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Marketing consent", "type": "rich_text", "value": " " }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "Connection", "codename": "connection" }, { "name": "Seismicity", "codename": "seismicity" }, { "name": "AISC (USA)", "codename": "aisc" } ], "taxonomyGroup": "labels" }, "attachments__files": { "name": "Attachments", "type": "asset", "value": [] }, "preview_image_amer": { "name": "Preview image AMER", "type": "asset", "value": [] }, "preview_image_emea_apac": { "name": "Preview image EMEA+APAC", "type": "asset", "value": [] }, "url_slug": { "name": "URL slug", "type": "url_slug", "value": "ncsea-webinar-integration-for-base-plate-design-and-anchor-reinforcement" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"ncsea-webinar-integration-for-base-plate-design-and-anchor-reinforcement\",\"[autogenerated]\"]" }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "NCSEA Webinar: Integration for Base Plate Design and Anchor Reinforcement" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Learn how to model, analyze, and code-check steel base plates and anchoring systems in a more streamlined, efficient workflow." }, "metadata__page_keywords": { "name": "Page keywords", "type": "text", "value": "" }, "metadata__canonical_url": { "name": "Canonical URL", "type": "text", "value": "" }, "metadata__og_title": { "name": "OG:title", "type": "text", "value": "" }, "metadata__og_description": { "name": "OG:description", "type": "text", "value": "" }, "metadata__og_image": { "name": "OG:image", "type": "asset", "value": [] }, "content_settings__sitemap": { "name": "Show in sitemap", "type": "multiple_choice", "value": [] }, "content_settings__robots": { "name": "Search engine indexing", "type": "multiple_choice", "value": [] }, "content_settings__is_hidden": { "name": "Hidden nested content", "type": "multiple_choice", "value": [] }, "page_tree_settings__page_label": { "name": "Page label", "type": "text", "value": "" }, "page_tree_settings__path_segment": { "name": "Path segment", "type": "text", "value": "" }, "page_tree_settings__breadcrumb_style": { "name": "Breadcrumb style", "type": "multiple_choice", "value": [] }, "page_tree_settings__hide_in_breadcrumbs": { "name": "Hide in breadcrumbs", "type": "multiple_choice", "value": [] } }, "system": { "codename": "n09_24_2025___us_webinar_ncsea_anchoring", "collection": "default", "id": "e85403c0-7da0-459b-ba0d-45c3ed25f82a", "language": "en-US", "lastModified": "2025-09-30T03:10:21.1546122Z", "name": "09-24-2025 - US Webinar NCSEA Anchoring", "sitemapLocations": [], "type": "webinar", "workflowStep": "published", "workflow": "default" } } ] }, "support_center_articles": { "name": "Support center article", "type": "taxonomy", "value": [], "taxonomyGroup": "support_center_article" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [ { "name": "Features", "codename": "features" } ], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [], "taxonomyGroup": "labels" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "include_webinars": { "name": "Include webinars", "type": "multiple_choice", "value": [] }, "include_case_studies": { "name": "Only case studies", "type": "multiple_choice", "value": [] }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "effb6aef_fb18_01cf_355c_8e00fe1dd51f", "collection": "default", "id": "effb6aef-fb18-01cf-355c-8e00fe1dd51f", "language": "en-US", "lastModified": "2026-01-08T14:51:08.9385269Z", "name": "effb6aef-fb18-01cf-355c-8e00fe1dd51f", "sitemapLocations": [], "type": "widget_support_center_articles", "workflowStep": null, "workflow": null } } ], "links": [], "name": "Content", "type": "rich_text", "value": "In the AISC Steel Construction Manual, chapters 10 through 15 summarize the most common standard steel connections used in practice. While these details are well known, they still need to be checked, documented, and reported for each project. In data center structures, where most framing can be grouped into a limited number of connection types, the real challenge is doing this work efficiently and consistently across nearly identical connections.\nThis month, we’ll focus on building a reusable library of standard connections for data center projects. With the rapid growth in data center construction driven by the AI boom, having pre-defined, verified connections ready to reuse can significantly reduce design time. These connections can be quickly pulled into new projects and used to generate clear, visual reports with minimal effort. \nIn this post, we’ll explore how IDEA StatiCa can help you save time creating common AISC-based connections. \nAt the end of this post, you’ll find a link to download a file containing the listed connections to use directly in IDEA StatiCa.\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bcf1eb8_72d1_01da_5bda_8893f94df89b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n131c8d32_cfcd_01f6_7720_525f3e77d90d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8d134832_09f9_0174_a413_ed514d310ce4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n84af319b_f540_018f_19c9_269e80d04143\"></object>\n<object 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"text", "value": "Explore AISC simple connections used in steel structures and data centers—and discover strategies to manage high-volume steel connection design efficiently." }, "metadata__page_keywords": { "name": "Page keywords", "type": "text", "value": "AISC, connections, embedded plates, concrete structures, Reinforcement, embed plates, post-installed, Concrete block, close to edge, Anchoring" }, "metadata__canonical_url": { "name": "Canonical URL", "type": "text", "value": "" }, "metadata__og_title": { "name": "OG:title", "type": "text", "value": "Common AISC Standard Steel Connections Used in Data Center Structures" }, "metadata__og_description": { "name": "OG:description", "type": "text", "value": "Explore AISC simple connections used in steel structures and data centers—and discover strategies to manage high-volume steel connection design efficiently." }, "metadata__og_image": { "name": "OG:image", "type": "asset", "value": [ { "name": "Blog cover image.png", "description": 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"Title (H1)", "type": "text", "value": "Connection design RFIs – On-site interferences" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "On-site intereference - header.png", "description": null, "type": "image/png", "size": 886210, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4b039d59-a501-4b9f-bd02-a72c835d3620/On-site%20intereference%20-%20header.png", "width": 1200, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": "2024-10-23T12:00:00Z", "displayTimeZone": "UTC" }, "authors": { "name": "Authors", "type": "modular_content", "value": [ "johan_lozada" ], "linkedItems": [ "[Circular Reference]" ] }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "Dealing with unexpected interferences on-site? IDEA StatiCa allows engineers to quickly adapt by modeling modifications in real-time, performing advanced analyses, and ensuring code compliance. Stay on schedule while maintaining structural integrity and safety with fast, reliable solutions for handling on-site interferences." }, "content": { "images": [ { "description": "On-site member structural element interference", "imageId": "ece4b40d-08e0-4a4c-9701-044975424c88", "url": "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", "height": 1080, "width": 1920 }, { "description": "Delete bolts from editor and add more openings", "imageId": "0b372e81-5a33-470f-a225-a72503a2d77c", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b314c51e-505b-4d5e-a8bc-48b8f52b861f/Gif%20modified.gif", "height": 720, "width": 1280 }, { "description": "Buckling analysis for gusset plates", "imageId": "ad38523b-1f6c-4bff-8810-8363df805948", "url": "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", "height": 383, "width": 477 }, { "description": "Bolt AISC Code checks", "imageId": "8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd", "url": "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", "height": 1080, "width": 1920 } ], "linkedItemCodenames": [ "n717c32f2_07c4_011d_877c_83bebfc82ff1", "untitled_content_item_b770f10" ], "linkedItems": [ { "elements": { "url": { "name": "Video URL", "type": "text", "value": "https://youtu.be/BBjtf388qhU" } }, "system": { "codename": "n717c32f2_07c4_011d_877c_83bebfc82ff1", "collection": "default", "id": "717c32f2-07c4-011d-877c-83bebfc82ff1", "language": "en-US", "lastModified": "2025-03-28T00:52:36.2405994Z", "name": "717c32f2-07c4-011d-877c-83bebfc82ff1", "sitemapLocations": [], "type": "video", "workflowStep": null, "workflow": null } }, { "elements": { "title": { "name": "Title", "type": "text", "value": "SIGN UP AND TRY FOR FREE" }, "subtitle": { "name": "Subtitle", "type": "text", "value": "" }, "description": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Description", "type": "rich_text", "value": "Explore the speed and power of IDEA StatiCa on your own. Give it a try for 14 days for free. \nDo not forget also to sign up to our newsletter not to miss any important topic. As an bonus, you will receive a discount on the CBFEM verification book \"Steel Connection Design by Inelastic Analysis.\"" }, "styles": { "name": "Block style", "type": "multiple_choice", "value": [ { "name": "gray with image", "codename": "gray_with_image" } ] }, "use_dashed_border": { "name": "Use dashed border", "type": "multiple_choice", "value": [] }, "image": { "name": "Image", "type": "asset", "value": [] }, "button_1_text": { "name": "Button 1 text", "type": "text", "value": "try for free" }, "button_1_description": { "name": "Button 1 description", "type": "text", "value": "" }, "button_1_url": { "name": "Button 1 link URL", "type": "text", "value": "" }, "button_1_content_item_link": { "name": "Button 1 Content Item Link", "type": "modular_content", "value": [ "landing_page_role_navigation" ], "linkedItems": [ "[Circular Reference]" ] }, "button_1_styles": { "name": "Button 1 style", "type": "multiple_choice", "value": [ { "name": "orange", "codename": "defaultreversed" } ] }, "button_2_text": { "name": "Button 2 text", "type": "text", "value": "Sign up to newsletter" }, "button_2_description": { "name": "Button 2 description", "type": "text", "value": "" }, "button_2_url": { "name": "Button 2 link URL", "type": "text", "value": "https://campaign.ideastatica.com/en-us/newsletter-subscription" }, "button_2_content_item_link": { "name": "Button 2 Content Item Link", "type": "modular_content", "value": [], "linkedItems": [] }, "button_2_styles": { "name": "Button 2 style", "type": "multiple_choice", "value": [ { "name": "default", "codename": "primary" } ] }, "visibleinregion": { "name": "VisibleInRegion", "type": "multiple_choice", "value": [] }, "regions": { "name": "Region", "type": "taxonomy", "value": [], "taxonomyGroup": "region" }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] } }, "system": { "codename": "untitled_content_item_b770f10", "collection": "default", "id": "b770f10e-d8b3-4d46-b0dd-de5dc458b5d2", "language": "en-US", "lastModified": "2024-11-13T11:58:42.2323624Z", "name": "Sign up to newsletter and Try for Free - CTA block", "sitemapLocations": [], "type": "widget_cta_block", "workflowStep": "published", "workflow": "default" } } ], "links": [], "name": "Content", "type": "rich_text", "value": "This article is a part of a series \"Connection Design RFIs.\" \n<a href=\"https://www.ideastatica.com/blog?label=connection_design_rfis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Read all articles in the series</a>.\n<h2>When the clash undermines the design</h2>\nI suppose remembering a situation where your design had to face reality on a construction site wouldn't give you much trouble, right?  \nSometimes, structural members need to accommodate unexpected elements such as: \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>\nEngineers are often tasked with making adjustments that were not part of the original design. These on-site interferences can arise late in the construction process, requiring fast decisions to maintain both project timelines and structural integrity.\nAISC 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. These changes, while effective, can disrupt load distribution and complicate the design. Each modification requires recalculations and verification to ensure the structure still meets its design criteria, potentially delaying the project.\nStandard 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, complex modifications require extensive formula reconfiguration, leading to delays and potential errors. In critical cases, a deeper analysis is essential to evaluate overall structural performance accurately.\nIDEA StatiCa simplifies this process by allowing engineers to quickly model and test various modifications to members with openings. The software supports advanced analyses, such as stiffness and buckling analysis, ensuring that any modifications maintain the required capacity and meet design codes.\n<h2>Why use IDEA StatiCa</h2>\n<ul>\n <li>Instant modifications: 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>Advanced analysis: 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>Time-Saving Solutions: Reduce manual recalculations by simulating multiple design options in minutes, making decisions faster and minimizing delays.</li>\n <li>Seamless Code Compliance: 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>\nWatch the video showing how to redesign a connection by removing bolts in less then 2 minutes. \n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n717c32f2_07c4_011d_877c_83bebfc82ff1\"></object>\n<h2>Summary</h2>\nWith IDEA StatiCa, engineers can confidently address on-site interferences quickly, keeping projects on track without compromising structural integrity. 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Basis (01)</a></li>\n <li><a data-item-id=\"f777f172-6707-48b3-8ac9-7a4dee412002\" href=\"\">Parametrisch ontwerp in IDEA StatiCa Connection - Gevorderden (02)</a></li>\n <li><a data-item-id=\"9de8af5b-882a-496a-bdbf-33bcd3562170\" href=\"\">Vlakke moment-eindplaatverbindingen (AISC)</a></li>\n</ul>\n<h3>Artikelen</h3>\n<ul>\n <li><a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Parametrisch ontwerp instellen met tabblad Ontwikkelaar</a></li>\n <li><a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">Parametrisch ontwerp voor staalverbindingen</a></li>\n <li><a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX-functies in parametrisch ontwerp</a></li>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Parametrische sjablonen in de verbindingsbibliotheek</a></li>\n</ul>\n<h3>Blog berichten</h3>\n<ul>\n <li><a data-item-id=\"29c56cd6-b15f-4e50-b864-f4acca59bc12\" href=\"\">Ontwerp verbindingen in slechts een paar klikken!</a></li>\n</ul>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "support_center_article_types": { "name": "Support center article", "type": "taxonomy", "value": [ { "name": "Knowledge base", "codename": "knowledgebase_article" } ], "taxonomyGroup": "support_center_article" }, "expertise_levels": { "name": "Expertise level", "type": "taxonomy", "value": [ { "name": "Beginner", "codename": "beginner" }, { "name": "Intermediate", "codename": "intermediate" } ], "taxonomyGroup": "expertise_level" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "Connection", "codename": "connection" }, { "name": "Parametric design", "codename": "parametric_design" } ], "taxonomyGroup": "labels" }, "linked_items": { "name": "Linked items", "type": "modular_content", "value": [], "linkedItems": [] }, "attachments__files": { "name": "Attachments", "type": "asset", "value": [] }, "content_priority__value": { "name": "Content priority value", "type": "number", "value": null }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "url_slug": { "name": "Url slug", "type": "url_slug", "value": "parametrisch-ontwerpen-in-connection-documentatie" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"parametric-templates-all-articles-in-one-package\",\"[autogenerated]\"]" }, "content_settings__sitemap": { "name": "Show in sitemap", "type": "multiple_choice", "value": [ { "name": "default", "codename": "default" } ] }, "content_settings__robots": { "name": "Search engine indexing", "type": "multiple_choice", "value": [ { "name": "default", "codename": "default" } ] }, "content_settings__is_hidden": { "name": "Hidden nested content", "type": "multiple_choice", "value": [] }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Parametric design in Connection - 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However, parametric design can work much more simply. And it's certainly nothing to be afraid of. \nThe parametric templates have been a hot topic for IDEA StatiCa developers over the past year. So, what exactly are they?\nIn simple terms, parametric templates are connection templates that have been coded with common terminology. We have developed five templates for AISC users, based on Design Guide 39 and the AISC manual terminology. \nIn the video below, you can see an animation of how the template is implemented. \nThe 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. \n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7eacfef7_602a_01bb_3509_c7ed86406370\"></object>\nThese <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.\nCustom parametric templates can help you to create:\n<ul>\n <li>Custom company connections: Standardize repetitive simple connections in your company projects.</li>\n <li>Smart templates: 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>Speed the modeling learning curve for simple connections: 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>\nThere are three tutorials about how to create parametric templates. These are step-by-step guides:\n<a data-item-id=\"9916e73a-2d70-4a98-b2c1-91e4b5801aea\" href=\"\">Tutorial: Flush moment end plate connections</a>\n<a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\">Parametric design in IDEA StatiCa Connection - Basics (01)</a>\n<a data-item-id=\"f777f172-6707-48b3-8ac9-7a4dee412002\" href=\"\">Parametric design in IDEA StatiCa Connection - Advanced</a>\nIf 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>\n<h2>Why parametric templates matters to you</h2>\nIf 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 Connection now caters to all aspects of steel connection design – whether complex or simple – without sacrificing precision or compliance with industry standards.\nBy utilizing Parametric Templates, you’re speeding up the design process by standardizing and unifying the design workflows.\nIt 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.\nAnd all this will save you hours and days spent on connection design projects. \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>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [ { "name": "Features", "codename": "features" } ], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "v24.1", "codename": "v24_1" }, { "name": "Connection", "codename": "connection" }, { "name": "AISC (USA)", "codename": "aisc" }, { "name": "Parametric design", "codename": "parametric_design" } ], "taxonomyGroup": "labels" }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "url_slug": { "name": "URL slug", "type": "url_slug", "value": "standardize-steel-connection-design" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"standardize-steel-connection-design\",\"[autogenerated]\"]" }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Standardize Steel Connection Design" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Parametric templates are connection templates that have been coded with common terminology. We have developed five templates for AISC users, based on Design Guide 39 and the AISC manual terminology. " }, "metadata__page_keywords": { "name": "Page keywords", "type": "text", "value": "" }, "metadata__canonical_url": { "name": "Canonical URL", "type": "text", "value": "" }, "metadata__og_title": { "name": "OG:title", "type": "text", "value": "" }, "metadata__og_description": { "name": "OG:description", "type": "text", "value": "" }, "metadata__og_image": { "name": "OG:image", "type": "asset", "value": [] }, "content_settings__sitemap": { "name": "Show in sitemap", "type": "multiple_choice", "value": [] }, "content_settings__robots": { "name": "Search engine indexing", "type": "multiple_choice", "value": [] }, "content_settings__is_hidden": { "name": "Hidden nested content", "type": "multiple_choice", "value": [] }, "translation__translation_connector": { "name": "Translation Connector", "type": "taxonomy", "value": [], "taxonomyGroup": "languages" }, "translation__force_translation": { "name": "Force translation", "type": "multiple_choice", "value": [] }, "translation__last_translation": { "images": [], "linkedItemCodenames": [], "linkedItems": [], "links": [], "name": "Last translation", "type": "rich_text", "value": " " }, "translation__ai_translated": { "name": "AI translated", "type": "multiple_choice", "value": [] }, "page_tree_settings__page_label": { "name": "Page label", "type": "text", "value": "" }, "page_tree_settings__path_segment": { "name": "Path segment", "type": "text", "value": "" }, "page_tree_settings__breadcrumb_style": { "name": "Breadcrumb style", "type": "multiple_choice", "value": [] }, "page_tree_settings__hide_in_breadcrumbs": { "name": "Hide in breadcrumbs", "type": "multiple_choice", "value": [] } }, "system": { "codename": "_9_miniblog_post__parametric_templates___andrea_ed", "collection": "default", "id": "322c684e-99b6-4816-bd66-dd39d44f7922", "language": "en-US", "lastModified": "2025-03-17T11:50:06.6732914Z", "name": "Parametric templates (AISC)", "sitemapLocations": [], "type": "blog_post", "workflowStep": "published", "workflow": "default" } }, { "elements": { "title": { "name": "Title (H1)", "type": "text", "value": "Sneller verbindingen ontwerpen met templates en bedrijfssets" }, "preview_image": { "name": "Preview image", "type": "asset", "value": [ { "name": "Cover.png", "description": null, "type": "image/png", "size": 175974, "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/621b8ede-5087-488a-8f22-dd214a343a47/Cover.png", "width": 1172, "height": 630, "renditions": {} } ] }, "post_date": { "name": "Post date", "type": "date_time", "value": "2025-05-18T23:00:00Z", "displayTimeZone": "Europe/London" }, "authors": { "name": "Authors", "type": "modular_content", "value": [ "untitled_content_item_48848d6" ], "linkedItems": [] }, "perex_content": { "name": "Lead paragraph", "type": "text", "value": "Verbindingsontwerpers worstelen vaak met het maken van een nieuw ontwerp vanaf nul, vooral als ze weten dat iemand ergens iets soortgelijks al eerder heeft gedaan. Met de verbeterde parametrische templates van IDEA StatiCa kun je sneller beginnen en flexibeler aanpassen." }, "content": { "images": [ { "description": null, "imageId": "91daa553-3837-40f9-b3c5-ab659226fa4b", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/13429b22-95d9-4ee5-baef-df46f31e9d12/NewConnection.png", "height": 1032, "width": 1920 }, { "description": null, "imageId": "d3c66002-927f-4c6e-929f-7c6d4fda4e01", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d1c66244-8144-4e0d-9694-8124dd75642c/FileredList.png", "height": 438, "width": 819 }, { "description": null, "imageId": "4c66604c-7611-4d99-a912-4d90533fe5bc", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a2f073f-f239-4d85-8c23-25109c7c3d0f/ParametricIdentifier.png", "height": 127, "width": 129 }, { "description": null, "imageId": "619aa25e-9a3a-44bd-b88c-1433f5e4a86d", "url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ab3e3be-53d5-4e04-b416-2082ffdec46e/ExampleParameters.png", "height": 260, "width": 567 } ], "linkedItemCodenames": [ "take_idea_statica_24_0_for_a_test_drive_today" ], "linkedItems": [ "[Circular Reference]" ], "links": [ { "codename": "rn_25_0__release_notes_idea_statica_25_0___highlig", "linkId": "4092856c-6824-4dcf-b42e-4a7a9b561c83", "urlSlug": "release-notes-idea-statica-25-0-hoogtepunten", "type": "support_center_article" }, { "codename": "s4___parametric_design", "linkId": "acb9dab8-dc6f-4723-8238-8f22891a6500", "urlSlug": "basics-in-idea-parametric-design", "type": "landing_page_campus_course" } ], "name": "Content", "type": "rich_text", "value": "<h2>Waarom dit belangrijk is voor ingenieurs</h2>\nJarenlang voelde het ontwerpen van verbindingen vaak als repetitief. Zelfs als een soortgelijke verbinding al gemodelleerd was, moesten ingenieurs helemaal opnieuw beginnen of een bestaande verbinding grondig aanpassen. Met <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">versie 25.0</a> elimineert IDEA StatiCa die wrijving. De combinatie van een moderne gebruikersinterface, een uitgebreide bibliotheek en aanpasbare bedrijfssets betekent dat ingenieurs sneller kunnen beginnen, minder hoeven aan te passen en zich meer kunnen richten op engineeringbeslissingen - niet op softwarebewerkingen.\nMaar daar houdt het niet op...\nZodra je Connection start in IDEA StatiCa, zie je de gloednieuwe Connection Wizard.\nDit is een voortzetting van het UI-thema waar we de afgelopen 12 maanden aan hebben gewerkt. We hebben geluisterd naar jullie verzoeken en dit gebruikt om een consistente en samenhangende aanpak voor het ontwerpen van verbindingen te implementeren, waarbij de nieuwe wizard de vorige aanpak, gebaseerd op geometrie, combineert met de motor van de Connection Library onder de motorkap.\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>\nHierdoor hebben ontwerpers van verbindingen toegang gekregen tot aanzienlijk meer starttemplates dan voorheen. Met meer keuze komt natuurlijk ook meer flexibiliteit, wat ook een vereiste is bij het beperken van je zoekopdracht.\nZodra je de basisgeometrie hebt gedefinieerd, kun je beginnen met het verfijnen van de zoektocht naar een geschikte verbinding met behulp van een eenvoudig zoekwoord. De resultaten zijn bijna onmiddellijk beschikbaar, wat minder wachten betekent en een beter startpunt voor je eerste ontwerp.\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>\nZoals ik al zei, wordt dit ontwerpselectieproces ondersteund door de motor van de Connection Library. Dit stelt organisaties verder in staat om de ontwerptemplates die beschikbaar zijn voor hun personeel te beperken, waardoor bedrijfsstandaarden veel eenvoudiger te implementeren en te onderhouden zijn.\n<h2>Hoe bedrijfssets zorgen voor naleving en consistentie</h2>\nDankzij <a href=\"https://www.ideastatica.com/support-center/company-sets-selection-in-the-connection-browser\">Company Sets</a> kunnen organisaties vooraf bepalen welke sjablonen zichtbaar zijn voor hun ontwerpers, bewerkbare parameters beperken en interne standaarden op schaal afdwingen. Dat betekent:\n<ul>\n <li>Alleen goedgekeurde verbindingstypen kunnen worden gebruikt</li>\n <li>Boutkwaliteiten, afstanden en materialen voldoen aan interne specificaties</li>\n <li>Minder variatie tussen teams en kantoren</li>\n <li>Ingebouwde kwaliteitscontrole, zonder dat er extra toezicht nodig is</li>\n</ul>\nVoor bedrijven met meerdere vestigingen of teams die in gereguleerde omgevingen werken, is dit een doorbraak in het verminderen van fouten en het vereenvoudigen van kwaliteitscontrole.\nDe verbeteringen blijven komen en het is nu nog eenvoudiger om te zien welke templates parametrische inhoud hebben.\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>\nParameters maken het eenvoudiger om bepaalde aspecten van een verbinding te controleren, zoals :\n<ul>\n <li>Boutkwaliteit</li>\n <li>Staal materiaal</li>\n <li>Plaatdiktes</li>\n</ul>\nZe kunnen echter ook functies combineren om relaties binnen verbindingen aan te sturen. Kijk voor meer informatie over parametrisch ontwerpen naar onze Campuscursus - <a data-item-id=\"acb9dab8-dc6f-4723-8238-8f22891a6500\" href=\"\">Grondbeginselen in IDEA Parametrisch Ontwerpen</a>.\nParameters kunnen het algemene ontwerpproces vereenvoudigen door zowel organisaties als ontwerpers meer controle te geven over wat kan worden ontworpen en hoe.\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>\nDenk hierbij aan diktes die maar één keer hoeven te worden ingesteld in plaats van meerdere keren, boutafstanden die zijn afgeleid van het aantal bouten... de mogelijkheden worden alleen beperkt door je verbeelding.\n<h2>Hoe parametrische templates echte snelheid ontsluiten</h2>\nHet gaat niet alleen om flexibiliteit, maar ook om het elimineren van redundantie. Diktes eenmaal instellen en ze toepassen op meerdere componenten? Automatisch lassen of rijen bouten aanpassen op basis van parametrische regels? Dat is niet alleen slim modelleren, het is tijd die je niet verspilt aan repetitieve handmatige bewerkingen. En omdat parameters zijn ingebed in herbruikbare sjablonen, gaat uw engineeringintentie mee van project naar project.\nMet IDEA StatiCa 25.0 verbeteren we niet alleen de gebruikersinterface, we veranderen uw ervaring met het ontwerpen van verbindingen volledig:\n<ul>\n <li>Begin sneller met meer dan 200 gevalideerde sjablonen</li>\n <li>Blijf compliant met behulp van Company Sets die uw standaarden vastleggen</li>\n <li>Minder aanpassen dankzij geïntegreerde parametrische controle</li>\n <li>Ontwerp veilig - alle templates voldoen volledig aan de norm</li>\n</ul>\nHet resultaat? U en uw team besteden meer tijd aan ontwerpen en minder aan modelleren.\nWaarom probeert u vandaag niet de gloednieuwe IDEA StatiCa versie 25.0?\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" }, { "name": "EMEA", "codename": "emea" }, { "name": "APAC", "codename": "apac" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [ { "name": "Features", "codename": "features" } ], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "Connection", "codename": "connection" }, { "name": "Parametric design", "codename": "parametric_design" }, { "name": "Connection Library", "codename": "connection_browser" } ], "taxonomyGroup": "labels" }, "options": { "name": "Options", "type": "multiple_choice", "value": [] }, "url_slug": { "name": "URL slug", "type": "url_slug", "value": "sneller-verbindingen-ontwerpen-met-templates-en-bedrijfssets" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"faster-connection-design-with-templates-and-company-sets\",\"[autogenerated]\"]" }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Sneller verbindingen ontwerpen met sjablonen en bedrijfssets" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Het ontwerpen van verbindingen vanaf nul is tijdrovend. 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"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.\nTo 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, Checkbot grouping and batch design, parametric templates, and the new connection wizard, are helping teams streamline their processes and maintain efficiency across projects of all sizes.\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>\nWhen 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.\nBy recognizing patterns in member count and cross-section, Checkbot lets you work on a single node and then apply that connection model to every matching node. 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.\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>\nHere's how it works:\n<ul>\n <li>Connections are automatically grouped by member count and section type.</li>\n <li>Design one reference connection, and Checkbot applies it across the group.</li>\n <li>Run design checks and analyses for the group, including all relevant load combinations, without opening each connection individually.</li>\n <li>A single report summarizes every connection in either a summary or a detailed format.</li>\n <li>IFC export integrates your results directly into BIM models.</li>\n <li>Everything happens within Checkbot, no switching between programs.</li>\n</ul>\nFirms 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.\nTo prove our words, we've run a small test. \nDuring 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. \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>\nWith IDEA StatiCa and the help of Checkbot, it took us exactly 2 hours and 25 minutes. You can easily calculate how quickly the software pays for itself through time savings. \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>\nIf 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. \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>\nDesigning 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.\nIDEA StatiCa offers a library of ready-made parametric templates 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.\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>\nEven more valuable is the ability to <a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\">create your own parametric templates</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.\nParametric 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.\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>\nTo 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 relevant templates, including your own saved designs!\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>\nHere’s how it helps:\n<ul>\n <li>Select the geometry layout you need, and the wizard will filter templates accordingly.</li>\n <li>Save your own connections to appear automatically the next time you start a project.</li>\n <li>No more digging through folders or trying to remember what file you last used, just pick it and go.</li>\n</ul>\nThe 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.\nWhether you're standardizing connections across teams or managing repeated designs across multiple projects, the wizard brings speed, organization, and reliability to the start of every connection workflow.\n<h2>Save hours where it matters most</h2>\n<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.\nBy 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 smarter.\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>" }, "regions": { "name": "Region", "type": "taxonomy", "value": [ { "name": "AMER", "codename": "amer" } ], "taxonomyGroup": "region" }, "product_groups": { "name": "Product group", "type": "taxonomy", "value": [ { "name": "Steel", "codename": "steel" }, { "name": "Connection design", "codename": "connection_design" } ], "taxonomyGroup": "product_group" }, "blog_categories": { "name": "Blog category", "type": "taxonomy", "value": [ { "name": "Features", "codename": "features" } ], "taxonomyGroup": "blog_category" }, "labels": { "name": "Labels", "type": "taxonomy", "value": [ { "name": "AISC (USA)", "codename": "aisc" }, { "name": "Connection", "codename": "connection" }, { "name": "Checkbot", "codename": "checkbot" }, { "name": "Parametric design", "codename": "parametric_design" }, { "name": "Modeling", "codename": "modeling" } ], "taxonomyGroup": "labels" }, "options": { "name": "Options", "type": "multiple_choice", "value": [ { "name": "Show Navigation", "codename": "show_navigation" } ] }, "url_slug": { "name": "URL slug", "type": "url_slug", "value": "design-smarter-not-harder-speed-up-connection-checks-in-3-simple-ways" }, "unique_url_slug": { "name": "Unique URL slug", "type": "custom", "value": "[\"design-smarter-not-harder-speed-up-connection-checks-in-3-simple-ways\",\"[autogenerated]\"]" }, "metadata__page_title": { "name": "Page title", "type": "text", "value": "Design Smarter, Not Harder: Speed up connection checks in 3 simple ways" }, "metadata__page_description": { "name": "Page description", "type": "text", "value": "Repetitive modeling, late design changes, and manual checks all take time. 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The simple connections will be present in most of structural design projects. Many engineers that we have talked have their company typical connections already tabulated, detailed and designed. So, what is the purpose of using IDEA StatiCa for the standard connections? \nThese connection details are often stored in silos (Excel tables, CAD detail drawings, Document reports, etc.) which makes project delivery inefficient. Why? Because then the engineer in charge needs to pull together information from multiple sources to produce one complete calculation package. It opens the opportunity for time lost, information lost, or unnecessary mistakes.\nIDEA StatiCa has the ability to save steel connection models in a <a data-item-id=\"e829d1c1-d462-4d60-a671-49d35af850f3\" href=\"\">library</a> that later can be opened from the Connection <a href=\"https://www.ideastatica.com/support-center/connection-wizard\" data-new-window=\"true\" title=\"Connection Wizard\" target=\"_blank\" rel=\"noopener noreferrer\">Wizard</a>. \nWith the following process you will be able to get all your standard connections handy for any project:\n<ol>\n <li>Open the connections from the wizard in one file and modify sections and loads if needed </li>\n <li>Add more connections from your library in the project file </li>\n <li>Calculate them all and extract a single calculation report with all the connections</li>\n <li>Create a single IFC file containing all the connections and share it in your calc package </li>\n</ol>\nThe process to create your custom library and open files from wizard is explained next: \n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n38d6a1bd_0af1_012a_ffa3_cd601b2f21ea\"></object>\nAre you an experienced user and you already have multiple connections that you want import to the connection library? We have a tool to automatically import them. 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Connection Library - How to build standard steel Connection Worksets

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