See the following article for a detailed description of all options and their input:
Widget #NaN: support_center_article
Name: Load transferring devices in 3D Detail
ID: 4c98e02d-574c-419e-be80-35ef9f7cffd6
Show Raw Data
{
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Load transferring devices"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "\n"
},
"content": {
"images": [
{
"description": null,
"imageId": "11cd27f6-009d-4db7-8317-0f09336fca36",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png",
"height": 1028,
"width": 1916
},
{
"description": null,
"imageId": "173535b3-f5bc-4054-8097-28f3511f801f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png",
"height": 1030,
"width": 1917
},
{
"description": null,
"imageId": "d863d248-0da0-4d70-be58-409733d42f62",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png",
"height": 1028,
"width": 1917
},
{
"description": null,
"imageId": "b48eec47-5b68-4835-8312-09aeb774a144",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png",
"height": 144,
"width": 1172
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "rn_25_1__base_plate_options",
"linkId": "2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16",
"urlSlug": "anchoring-plates-options",
"type": "support_center_article"
},
{
"codename": "rn24_1__3d_detail_in_24_1_loading_and_combinations",
"linkId": "b01780a3-d07a-4184-bc1a-29a87b138150",
"urlSlug": "loading-and-combinations",
"type": "support_center_article"
},
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
},
{
"codename": "bond_strength_for_anchors_in_detail_3d",
"linkId": "28fda422-6776-422c-95fb-6a969235d0c0",
"urlSlug": "bond-strength-for-anchors-in-detail-3d",
"type": "support_center_article"
},
{
"codename": "rn_25_1__anchors_in_detail",
"linkId": "10e87806-c370-4f36-97fd-c9eb0824350f",
"urlSlug": "single-anchor-definition",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p><strong>Load transferring devices</strong> contain two entities the base plate and single anchor. Let's start with the Base plate. To specify the position, a reference surface and edge must be selected. These define the origin of the coordinates from which the X and Y distances are measured. There are two shape definition options, Rectangular and Polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>The base plate is connected to the concrete element by a contact that transfers compressive stresses and, if the user chooses, can also transmit shear stresses. There are three shear transfer mechanisms that can be selected:</p>\n<ul>\n <li><strong>by friction</strong></li>\n <li><strong>by anchors</strong></li>\n <li><strong>by shear lug</strong></li>\n</ul>\n<p>The software does not allow you to combine these shear transfer mechanisms.</p>\n<p>For the option by friction, the design value of the friction coefficient needs to be entered. For the option by shear lug, the steel profile, including geometry and position, needs to be inputted.</p>\n<p>All the possible configuration of base plates can be found in the article: <a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Base Plates Options</a>.</p>\n<p>The base plate can transmit either a point load or a group of forces. For a point load, the model can be loaded with six internal forces (Fx, Fy, Fz, Mx, My, and Mz) at any position on the base plate. For a group of forces, users can input the forces’ positions, intensities, and directions into a table, allowing for a general positioning on the base plate. It is important to mention that the base plate is point-loaded and doesn't have any stiffener or member welded on its upper face. Thus, for correct load distribution, it is important to use a relatively stiff base plate with relatively high thickness. Another option is to use <a data-item-id=\"b01780a3-d07a-4184-bc1a-29a87b138150\" href=\"\">Stub</a>, that handless the issue with the plate stiffness.</p>\n<p>A second load transfer device, the single anchor, can be added and interconnected with the base plate to create, for example, a base plate of the column anchored with four anchors (see the figure below). It is also possible to model separate anchors without a base plate.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>More information about the interconnection with the base plate can be found in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>.</p>\n<p>In terms of position and geometry, the anchors are referenced to the surface and edge of the block, including the determination of the relative position as with the base plate. Of course, it is possible to specify the length of the anchor in the concrete and the length above the concrete surface.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>The anchors are implemented in two variants:</p>\n<ul>\n <li>Cast-in-place </li>\n <li>Adhesive anchors</li>\n</ul>\n<p>For the Cast-in-place Reinforcement, the Bond strength is used according to EN 1992-1-1 chap. 8.4.2. In addition, it is possible to specify the Anchorage type for this type of anchor as for conventional reinforcement.</p>\n<p>For Adhesive anchors, it is possible to directly input the bond strength, which the user can find out from the technical data sheet of the applied adhesive mortar. Note that <strong>it is necessary to input the design value of the bond strength. </strong>The following <a data-item-id=\"28fda422-6776-422c-95fb-6a969235d0c0\" href=\"\">article</a> will help you find the value. </p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>See all anchors options in the article: <a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Single Anchor Options</a></p>\n<p>A thorough description of the behavior of the interconnection between the anchor and base plate is described in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>.</p>"
},
"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": "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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Concrete block",
"codename": "concrete_block"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Overall check",
"codename": "check"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_3d_detail",
"detail_3d___known_limitations",
"n3d_detail_tutorial___eccentrically_loaded_anchori",
"complete_code_check_of_anchors_and_concrete_block_"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "IDEA StatiCa Detail – Structural design of concrete 3D discontinuities"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "001.3.png",
"description": "IDEA StatiCa Detail is concrete design software for the structural design and code-check of concrete discontinuity regions in 3D space. Concrete members stress analysis & concrete wall design.",
"type": "image/png",
"size": 562431,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/76b96f6f-45fa-4ce4-ba0b-82f8ca174f92/001.3.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": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"b03faaef_b4f1_010d_1fd1_edf6dd647e42",
"theoretical_background_3d_detail___general_introdu",
"d2c23365_3b66_01a0_abd7_41cc7a5d855b",
"theoretical_background_3d_detail___main_assumption",
"d072cec7_3192_016a_3bb9_aeb5eb07f149",
"theoretical_background_3d_detail___mohr_coulomb_pl",
"n028e1a58_4555_0170_4c04_24d99b6a641c",
"theoretical_background_3d_detail___general_mechani",
"n32c89855_abfd_01ef_01e0_5dbbf969d201",
"theoretical_background_3d_detail___introduction_to",
"d4e10484_afc8_019d_4c89_cf7f7e5ed600",
"theoretical_background_3d_detail___finite_element_",
"n42057ffc_fcc5_01bf_7f3d_38668115113e",
"theoretical_background_3d_detail___load_transfer_d",
"n58d09d37_8525_01c5_5094_50ae3ad79237",
"theoretical_background_3d_detail___meshing",
"b38faca3_4907_0182_5507_394eeb8cc207",
"theoretical_background_3d_detail___solution_method",
"a417b40b_24d7_01e1_7ea3_68f1c47235e9",
"theoretical_background_3d_detail___presentation_of",
"a37fd771_c05c_01de_aa1a_265b9f6db578",
"theoretical_background_3d_detail___model_imported_",
"e1c9baa9_a314_01b1_37b2_cd6c61a9420e",
"theoretical_background_3d_detail___limit_states",
"n8deed79d_4187_01f2_fd60_037d562de304",
"theoretical_background_3d_detail___material_models",
"n26ae82b5_da0f_01f0_1d69_69d7b1e282d4",
"theoretical_background_3d_detail___partial_safety_",
"e6a5281a_8b5f_01f2_0261_0b1b3eef6dfd",
"theoretical_background_3d_detail___ultimate_limit_",
"n9f39b9ca_50c0_015a_2c43_8759ed607707",
"theoretical_background_detail___material_models_3d",
"n1d1efe19_0968_013b_6544_5bd3d06f14aa",
"theoretical_background_detail_3d___strength_reduct",
"b9c02246_d04c_0146_3699_3c2b4bf9c86d",
"theoretical_background_detail_3d___strength_analys",
"n9420be53_2547_0180_5def_d6e20b5be7b1",
"theoretical_background_detail_3d___material_models",
"n0a6ca427_5a30_01fc_5334_3f6d024f40b9",
"theoretical_background_detail_3d__stress_reduction",
"cd5aad70_8155_0111_d25f_c72e153f21e5",
"theoretical_background_detail_3d___strength_analys_f37d2d9",
"take_idea_statica_24_0_for_a_test_drive_today"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "General introduction"
},
"id": {
"name": "ID",
"type": "text",
"value": "general-introduction"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b03faaef_b4f1_010d_1fd1_edf6dd647e42",
"collection": "default",
"id": "b03faaef-b4f1-010d-1fd1-edf6dd647e42",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "b03faaef-b4f1-010d-1fd1-edf6dd647e42",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "A general introduction to the structural design of concrete 3D details"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>In practice, engineers may encounter different types of finite elements (from simple 1D bar elements to more complicated 3D brick elements) that are used in a variety of applications for the analysis and design of structural elements. A common feature of most of the computations in practice tends to be the linear behavior of the models, the advantages of which are undoubtedly speed, clarity, and simply the fact that for a large variety of problems, this solution is quite sufficient.</p>\n<p>Especially in the world of concrete structures, it often happens that the linear approach is not sufficient simply because after the first cracks appear in the loaded element, the stresses are redistributed and the problem becomes significantly non-linear.</p>\n<p>For these cases, it is necessary to choose one of the more sophisticated approaches. For 1D cases, analytical methods defined directly in codes can often be found. For example, popular Strut and Tie models can be built for 2D planar elements and discontinuity regions (D-regions), or the more sophisticated stress field method implemented in IDEA StatiCa Detail, CSFM, can be used.</p>\n<p>However, if the engineer encounters a problem that cannot be simplified into planar behavior, the options are very limited. Of course, a 3D Strut and Tie model can be built or semi-scientific software can be used for accurate analysis. These procedures are often time-consuming, not code-compliant, and require an engineer knowledgeable in advanced modeling methods.</p>\n<p>For this reason, IDEA StatiCa has developed and implemented the 3D CSFM (Compatible Stress Field Method) in the Detail application. 3D CSFM extends the established CSFM into a third dimension, offering a fast and code-compliant solution that is primarily applicable to the everyday engineer, giving them a unique new ability to safely tackle the complex details of concrete structures.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "a-general-introduction-to-the-structural-design-of-concrete-3d-details"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"general-introduction-for-the-structural-design-of-concrete-3d-details\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___general_introdu",
"collection": "default",
"id": "11116f05-8416-4b56-8ab0-66ac1eb887d3",
"language": "en-US",
"lastModified": "2024-08-01T14:02:04.1095071Z",
"name": "Theoretical background 3D Detail - General introduction",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Main assumptions and limitations"
},
"id": {
"name": "ID",
"type": "text",
"value": "main-assumptions-and-limitations"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d2c23365_3b66_01a0_abd7_41cc7a5d855b",
"collection": "default",
"id": "d2c23365-3b66-01a0-abd7-41cc7a5d855b",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "d2c23365-3b66-01a0-abd7-41cc7a5d855b",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Main assumptions and limitations for CSFM in 3D"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "749c6949-1e95-4bb3-a7d6-c4d9e61543b7",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/893fb5c9-66fd-4188-a343-c6b088d0d26b/Main%20assumptions%203D.png",
"height": 836,
"width": 1376
},
{
"description": null,
"imageId": "2be61213-d2e5-4d37-80c1-67f0a7176b6f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c818225e-7dac-4bd4-81f0-8ccbe2ee0200/Mohrs%20plasticity%20surfaces.png",
"height": 885,
"width": 1881
},
{
"description": null,
"imageId": "f0dc574b-a09f-4237-8d2d-a97d9b04216a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dc2b3e-f3e4-4741-8826-118ea9a6372a/Cast-in-reinforcement%20shapes.png",
"height": 554,
"width": 827
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "theoretical_background_detail___crack_width_calcul",
"linkId": "3b2ffddf-80fb-4ad0-822b-89d98e3fee43",
"urlSlug": "crack-width-calculation-and-tension-stiffening",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>3D CSFM defines the concrete behavior based on the<strong> Modified Mohr-Coulomb</strong> plasticity theory for monotonic loading. The method <strong>considers principal concrete stresses in compression and reinforcement stresses (σ</strong><em><strong><sub>sr</sub></strong></em><strong>) at the cracks while neglecting the concrete tensile strength (tension cut-off), except for its stiffening effect on the reinforcement (</strong><a data-item-id=\"3b2ffddf-80fb-4ad0-822b-89d98e3fee43\" href=\"\"><strong>Tension stiffening</strong></a><strong>).</strong></p>\n<p><strong>σ</strong><em><strong><sub>c</sub></strong></em><strong><sub>1</sub></strong><em><strong><sub>r</sub></strong></em><em><strong>, </strong></em><strong>σ</strong><em><strong><sub>c</sub></strong></em><strong><sub>2</sub></strong><em><strong><sub>r</sub></strong></em><em><strong>, </strong></em><strong>σ</strong><em><strong><sub>c</sub></strong></em><strong><sub>3</sub></strong><em><strong><sub>r</sub></strong></em><em><strong> ≤ 0 MPa</strong></em></p>\n<p>The reinforcement bars are linked to concrete volume finite elements through bond elements, allowing for slip between the concrete and reinforcement. It should be noted that 3D CSFM <strong>is not suitable for simulating plain concrete</strong> due to the absence of tension, which may result in misleading deformation and model divergence. Generally, the Mohr-Coulomb theory includes two fundamental properties governing the evolution of the plasticity surface in compression and partially in tension: the internal friction angle <em>φ</em> and cohesion parameter <em>c</em>. <strong>3D CSFM assumes a zero angle of internal friction </strong>(Fig. 1e), leading to a conservative design due to the plasticity surface resembling the Tresca model, which is independent of the first stress invariant.</p>\n<figure data-asset-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" data-image-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/893fb5c9-66fd-4188-a343-c6b088d0d26b/Main%20assumptions%203D.png\" data-asset-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" data-image-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" alt=\"\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Basic assumptions of the 3D CSFM: (a) principal stresses in concrete; (b) stresses in the reinforcement direction;}}}\\) \\( \\textsf{\\textit{\\footnotesize{(c) stress-strain diagram of concrete in terms of maximum stresses; (d) stress-strain diagram of reinforcement}}}\\) \\( \\textsf{\\textit{\\footnotesize{in terms of stresses at cracks and average strains; (e) Mohr's circles for concrete model in 3D CSFM; (f) bond shear stress-slip}}}\\) \\( \\textsf{\\textit{\\footnotesize{relationship for anchorage length verifications.}}}\\)</em></p>\n<h4>Concrete </h4>\n<p>The presented material model is a multisurface plasticity model given by the combination of the Mohr-Coulomb and Rankine models for monotonic loading. It’s important to note that this model does not address unloading, therefore, state variables are not stored, as they would be in classical plasticity models used for cyclic loading.</p>\n<figure data-asset-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" data-image-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c818225e-7dac-4bd4-81f0-8ccbe2ee0200/Mohrs%20plasticity%20surfaces.png\" data-asset-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" data-image-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 2\\qquad Mohr-Coulomb multi-surface plasticity model for friction angle 0 degree}}}\\]</em></p>\n<p>As already mentioned, the material model is intended for use in applications that calculate the response of reinforced concrete (not suitable for plain concrete). This is due to the exclusion of concrete in tension. Therefore, the model is not even suitable for structural elements where the design rules for reinforced concrete such as minimum reinforcement ratio, maximum bar spacing, etc., are not fulfilled. It should also be added that, for numerical stability reasons, a very small tensile capacity is defined in the model. The tensile part is restricted by planes corresponding to the Rankine model.</p>\n<p>3D CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., it considers an infinitely plastic branch after the peak stress is reached). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity is properly predicted when the increase in the brittleness of concrete as its strength rises is considered by means of the 𝜂<sub>𝑓𝑐</sub> reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{c,red} = \\eta _{fc} \\cdot f_{c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{c}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p><em>f</em><em><sub>c</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<p>The <em>f</em><em><sub>c,red</sub></em> is then compared with the Equivalent Principal Stress σ<em><sub>c,eq</sub></em> in concrete, which will be defined further, of course, with consideration of all safety factors prescribed by code.</p>\n<p>A detailed description of the concrete model can be found at the following link:</p>\n<ul>\n <li><a data-asset-id=\"ab4d6a64-e6e3-474a-a358-8ba882f37669\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/efa87501-bbfc-4fef-abe1-bc1de8123991/Concrete%20material%20model%20designated%20for%203D%20version.pdf\"><strong>Concrete Material Model for 3D Detail</strong></a></li>\n</ul>\n<h4>Reinforcement</h4>\n<p>The bilinear stress-strain diagram for reinforcement bars, as defined by design codes (Fig. 1d), represents an idealized model. This model necessitates knowledge of the basic properties of the reinforcement during the design phase, specifically the strength and ductility class. Alternatively, users have the option to define a customized stress-strain relationship.</p>\n<p>Tension stiffening is considered by modifying the stress-strain relationship of the bare reinforcing bar to capture the average stiffness of the bars embedded in the concrete (ε<sub>m</sub>) (Fig 1b).</p>\n<h4>Anchorage</h4>\n<p>Bond-slip between reinforcement and concrete is introduced in the finite element model by considering the simplified rigid-perfectly plastic constitutive relationship presented in (Fig. 1f), with <em>f</em><em><sub>bd</sub></em> being the design value (factored value) of the ultimate bond stress specified by the design code for the specific bond conditions.</p>\n<p>This is a simplified model with the sole purpose of verifying bond prescriptions according to design codes (i.e., anchorage of reinforcement). The reduction of the anchorage length when using hooks, loops, and similar bar shapes can be considered by defining a certain capacity at the end of the reinforcement, as will be described further.</p>\n<h4>Anchors</h4>\n<p>The element of the anchor is defined as being able to transfer normal tensile or compression forces, as well as shear forces, considering the bending stiffness. </p>\n<p>The following types of anchors are available:</p>\n<ul>\n <li>Cast-in-place anchors\n <ul>\n <li>Reinforcement</li>\n <li>Washer plate</li>\n <li>Headed stud</li>\n </ul>\n </li>\n <li>Cast-in-place reinforcement\n <ul>\n <li>Reinforcement</li>\n <li>Threaded rods</li>\n </ul>\n </li>\n</ul>\n<p><br></p>\n<p><strong>Cast-in-place - Reinforcement</strong></p>\n<p>Modeled as ribbed reinforcement embedded in concrete. Bond strength is calculated according to selected code rules in the same way as for standard reinforcement. At the anchor end, an <strong>Anchorage type</strong> can be defined, working identically to reinforcement - an anchorage spring is applied with the β-factor set according to the chosen code. Three geometric shapes are available: <strong>Straight, L-shape, U-shape</strong>.</p>\n<figure data-asset-id=\"f0dc574b-a09f-4237-8d2d-a97d9b04216a\" data-image-id=\"f0dc574b-a09f-4237-8d2d-a97d9b04216a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b7dc2b3e-f3e4-4741-8826-118ea9a6372a/Cast-in-reinforcement%20shapes.png\" data-asset-id=\"f0dc574b-a09f-4237-8d2d-a97d9b04216a\" data-image-id=\"f0dc574b-a09f-4237-8d2d-a97d9b04216a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 3\\qquad Cast-in reinforcement anchor - shapes}}}\\]</em></p>\n<p><strong>Cast-in-place - Washer plate and Headed stud</strong></p>\n<p>The washer plate and the head of the headed stud are modeled as a plate-shell element from the corresponding material attached directly to the anchor shank. It transfers load to the concrete through compression-only contact. Available shapes: circular and square (only circular for headed stud), with customizable dimensions. The washer plate and head model is elastic and is not checked for resistance. </p>\n<p>At the finite element model level, the <strong>pull-out</strong> of the anchor is directly checked. The compression contact has stop criteria set so that it is not able to transfer greater contact stress to the concrete than prescribed by the selected standard. In practical terms, this means that if the anchor were to be loaded with a force that does not comply with the pull-out assessment, the result would be premature termination of the calculation because this stop criterion would be exceeded during further loading.</p>\n<p>The anchor shank has <strong>zero bond strength</strong> – all load is transferred to the concrete through the plate or head into the concrete.</p>\n<p><strong>Post-installed - Reinforcement and Threaded rod</strong></p>\n<p>Designed as bars installed into drilled holes and bonded with adhesive. The engineer specifies the <strong>design bond strength</strong> directly from the technical specification of the adhesive product.</p>\n<p>More information about connecting individual anchor types to the base plate or cast-in plate can be found in the chapter Finite elements types - <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#load-transfer-devices\" title=\"Load transferring devices\">Load transferring devices</a>. </p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "main-assumptions-and-limitations"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"main-assumptions-and-limitations\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___main_assumption",
"collection": "default",
"id": "d07820f8-072b-44dc-a35a-94b73e2e284b",
"language": "en-US",
"lastModified": "2026-02-06T10:36:28.7301271Z",
"name": "Theoretical background 3D Detail - Main assumptions and limitations",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Mohr-Coulomb plasticity theory implementation in 3D CSFM"
},
"id": {
"name": "ID",
"type": "text",
"value": "mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d072cec7_3192_016a_3bb9_aeb5eb07f149",
"collection": "default",
"id": "d072cec7-3192-016a-3bb9-aeb5eb07f149",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "d072cec7-3192-016a-3bb9-aeb5eb07f149",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Mohr-Coulomb plasticity theory implementation in 3D CSFM"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "0efd9940-94f4-4a5c-845f-4e8a444c8cc4",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282915e-1152-48e3-92ed-76a5464967cf/Mohr%20intro.png",
"height": 555,
"width": 1197
},
{
"description": null,
"imageId": "4962a8ef-007d-48ec-9fb5-8de7f68c9dc0",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd1f2b6a-98ff-4114-b442-f1ae9463d0c2/01.png",
"height": 278,
"width": 400
},
{
"description": null,
"imageId": "f0359fcd-2033-4b19-a6dd-154dc0bbfa82",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ca2aece-2d9e-4ac9-a3e2-fb9938b610e0/Mohrs%20circles%20for%20real%20concrete.png",
"height": 562,
"width": 1208
},
{
"description": null,
"imageId": "4ada49d8-d60e-44d9-a343-a0b88366cb7a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a356c004-fcd0-4557-9209-da5d8264edae/Mohrs%20circles%20for%20concrete%20in%20Detail.png",
"height": 800,
"width": 1865
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "confinement_effect_and_failure_hypothesis",
"linkId": "738c9a41-0902-4013-8dd7-87b062dea2a5",
"urlSlug": "tri-axial-stress-the-active-confinement-effect",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>In the following chapter, we will take a look at how the Mohr-Coulomb theory is implemented in 3D CSFM. We will explain how the confinement effect (triaxial stress) is considered and how the Equivalent Principal Stress σ<em><sub>c,eq</sub></em> is calculated, which is used to determine the load-bearing capacity from the point of view of concrete.</p>\n<h3>Introduction to the theory</h3>\n<p>Mohr–Coulomb theory is a mathematical model describing the response of<strong> </strong>brittle materials, to shear and normal stress. Most of the classical engineering materials follow this rule in at least a part of their shear failure envelope. Generally, the theory applies to materials for which the compressive strength far exceeds the tensile strength.</p>\n<figure data-asset-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" data-image-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282915e-1152-48e3-92ed-76a5464967cf/Mohr%20intro.png\" data-asset-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" data-image-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 4\\qquad Mohr-Coulomb Plasticity Model }}}\\]</em></p>\n<p>In structural engineering, it is used to determine failure load as well as the angle of fracture for displacement of fracture surface in concrete and similar materials. Coulomb's friction hypothesis is used to determine the combination of shear and normal stress that will cause a fracture of the material. Mohr's circle is used to determine which principal stresses will produce this combination of shear and normal stress and the angle of the plane in which this will occur. According to the principle of normality, the stress introduced at failure will be perpendicular to the line describing the fracture condition. </p>\n<figure data-asset-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" data-image-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd1f2b6a-98ff-4114-b442-f1ae9463d0c2/01.png\" data-asset-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" data-image-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 5\\qquad Meridian plane and tension cut-off}}}\\]</em></p>\n<p>It can be shown that a material failing according to Coulomb's friction hypothesis will show the displacement introduced at failure forming an angle to the line of fracture equal to the angle of friction. This makes the strength of the material determinable by comparing the external mechanical work introduced by the displacement and the external load with the internal mechanical work introduced by the strain and stress at the line of failure. By conservation of energy, the sum of these must be zero and this will make it possible to calculate the failure load of the construction.</p>\n<h3>Implementation in 3D CSFM</h3>\n<p>In general, for a given angle of internal friction of the concrete, which is around <em>φ = 30-40° </em>in Reference [1], [2], [3], [4], the tensile and compressive strengths of the concrete Mohr's circles can be constructed as in Figure 6.</p>\n<figure data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ca2aece-2d9e-4ac9-a3e2-fb9938b610e0/Mohrs%20circles%20for%20real%20concrete.png\" data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 6\\qquad Mohr's circles for concrete}}}\\]</em></p>\n<p>Where <em>f</em><em><sub>c</sub></em> is concrete strength in compression, <em>f</em><em><sub>ct</sub></em> is concrete strength in tension, <em>φ</em> is the angle of internal friction, and σ<em><sub>c</sub></em><sub>1</sub><em>, </em>σ<em><sub>c</sub></em><sub>3</sub> are the principal stresses of concrete under triaxial compression.</p>\n<p>It can be noticed that as the principal stress σ<em><sub>c</sub></em><sub>3</sub> increases, the maximal possible difference between the values of σ<em><sub>c</sub></em><sub>3</sub> and σ<em><sub>c</sub></em><sub>1</sub>, which we define as maximal σ<em><sub>c,eq</sub></em> (see below), also increases. This difference corresponds to twice the deviatoric stress defined in the literature as a radius of the mohr circles.</p>\n<p>In 3D CSFM implemented in IDEA StatiCa Detail, the angle of internal friction is considered as <em>φ = 0°, </em>as shown in Figure 7.</p>\n<figure data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a356c004-fcd0-4557-9209-da5d8264edae/Mohrs%20circles%20for%20concrete%20in%20Detail.png\" data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 7\\qquad Mohr's circles for concrete implemented in IDEA StatiCa Detail}}}\\]</em></p>\n<p>The practical consequence of this implementation is that the maximum difference between σ<em><sub>c</sub></em><sub>3</sub> and σ<em><sub>c</sub></em><sub>1</sub> is constant as σ<em><sub>c</sub></em><sub>3</sub> increases. </p>\n<p><strong>Equivalent Principal Stress expresses the equivalent uni-axial stress for a general tri-axial stress state.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>The σ<em><sub>c,eq</sub></em> value can, therefore, be directly compared with uniaxial strength limits according to codes.</p>\n<p>\\[\\frac{\\sigma_{c,eq} }{ \\sigma_{c,lim}} \\le 1\\]</p>\n<p>Where σ<em><sub>c</sub></em><sub>,lim</sub> is the design (factored) uniaxial strength of concrete <em>f</em><em><sub>c</sub></em>.</p>\n<p>Comparing Figure 6, where the real angle of internal friction is used, and Figure 7, which shows the Mohr-Coulomb theory implementation with zero angle of internal friction, it can be seen that the approach chosen for the calculations in Detail is very conservative for the assessment of triaxial stress state.</p>\n<p>For a better understanding of the areas affected by tri-axial compression stress, the expression of the increase of the effective material strength due to tri-axial compression has been added to the IDEA StatiCa Detail application as a ratio σ<em><sub>c</sub></em><sub>3</sub>/σ<em><sub>c,lim</sub></em>. You can find this ratio in the Strength code check.</p>\n<p>In the Auxiliary results, the user can also find the <em>κ</em> factor, which explains the tri-axiality in a different way. </p>\n<p>\\[\\kappa = \\frac{ \\sigma_{c3}}{ \\sigma_{c,eq}}\\]</p>\n<p>The concrete strength check can be then rewritten as:</p>\n<p>\\[\\frac{\\sigma_{c,eq} }{ \\sigma_{c,lim}} = \\frac{\\sigma_{c,3} }{ \\kappa \\cdot \\sigma_{c,lim}} \\le 1\\]</p>\n<p>It follows from the previous that if the element is under hydrostatic stress - σ<em><sub>c</sub></em><sub>3</sub>=σ<em><sub>c</sub></em><sub>2</sub>=σ<em><sub>c</sub></em><sub>1</sub>, the Equivalent Principal Stress σ<em><sub>c,eq</sub></em> will have the zero value, and the kappa factor will reach infinity.</p>\n<p>More can be found here: <a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tri-axial stress – the active confinement effect</strong></a></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"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": "mohr-coulomb-plasticity-theory-implementation-in-3d-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"mohr-coulomb-plasticity-theory-implementation-in-3d-csfm\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___mohr_coulomb_pl",
"collection": "default",
"id": "6d62f0c3-b9a1-48d1-ad78-00c5011cd3a9",
"language": "en-US",
"lastModified": "2025-11-24T14:41:16.5676505Z",
"name": "Theoretical background 3D Detail - Mohr-Coulomb plasticity theory implementation in 3D CSFM",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "General mechanics assumptions for 3D CSFM"
},
"id": {
"name": "ID",
"type": "text",
"value": "general-mechanics-assumptions-for-3D-CSFM"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n028e1a58_4555_0170_4c04_24d99b6a641c",
"collection": "default",
"id": "028e1a58-4555-0170-4c04-24d99b6a641c",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "028e1a58-4555-0170-4c04-24d99b6a641c",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "General mechanics assumptions for 3D CSFM"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "dc9faa89-b191-44d3-b878-b79ed47c82b5",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c69bee50-7a44-4db5-82f1-11c8bfdb294b/05.png",
"height": 575,
"width": 997
},
{
"description": null,
"imageId": "e8a9a447-3458-470a-addd-709405e6ba22",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/95c6d00e-0cfa-45e0-ac79-d367c7db7960/06.png",
"height": 408,
"width": 538
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h3>Equilibrium equations</h3>\n<p>The theory of small deformations enables the assembly of the equilibrium equation based on the undeformed volume using a first-order approach. </p>\n<figure data-asset-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\" data-image-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c69bee50-7a44-4db5-82f1-11c8bfdb294b/05.png\" data-asset-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\" data-image-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 8\\qquad Equilibrium equations and graphical representation on infinitesimal element}}}\\]</em></p>\n<h3>Compatibility equations</h3>\n<p>A solid body comprises infinitesimal volumes or material points, each of which is interconnected without gaps or overlaps. Mathematical conditions must be adhered to in order to prevent the occurrence of gaps or overlaps when a continuum body undergoes deformation.</p>\n<h3>Constitutive equations</h3>\n<p>The constitutive equations governing the behavior of 3D elements play a pivotal role in the analysis of material behavior in structural mechanics. These equations are formulated to accommodate the non-linear <strong>isotropic behavior</strong>, which is valid for <strong>solid block </strong>members in IDEA StatiCa Detail. </p>\n<figure data-asset-id=\"e8a9a447-3458-470a-addd-709405e6ba22\" data-image-id=\"e8a9a447-3458-470a-addd-709405e6ba22\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/95c6d00e-0cfa-45e0-ac79-d367c7db7960/06.png\" data-asset-id=\"e8a9a447-3458-470a-addd-709405e6ba22\" data-image-id=\"e8a9a447-3458-470a-addd-709405e6ba22\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 9\\qquad Linearly elastic isotropic compliance matrix}}}\\]</em></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "general-mechanics-assumptions-for-3d-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"general-mechanics-assumptions-for-3d-csfm\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___general_mechani",
"collection": "default",
"id": "4739b48d-bfef-46c0-98a1-afccae4d7bcb",
"language": "en-US",
"lastModified": "2025-11-25T09:14:54.7282719Z",
"name": "Theoretical background 3D Detail - General mechanics assumptions for 3D CSFM",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "An introduction to finite element implementation"
},
"id": {
"name": "ID",
"type": "text",
"value": "introduction-to-finite-element-implementation"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n32c89855_abfd_01ef_01e0_5dbbf969d201",
"collection": "default",
"id": "32c89855-abfd-01ef-01e0-5dbbf969d201",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "32c89855-abfd-01ef-01e0-5dbbf969d201",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "An introduction to finite element implementation"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "3ea5794c-8d0d-4cd1-ab18-33e0418b4a67",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c798c245-3d04-4741-9a1f-98fe77c3d439/FE%20model%203D%20Detail.png",
"height": 1000,
"width": 1900
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>3D CSFM considers continuous stress fields in the concrete (3D finite elements), complemented by discrete “rod” elements representing the reinforcement (1D finite elements). Therefore, the reinforcement is not diffusely embedded into the concrete 3D finite elements but explicitly modeled and connected to them. </p>\n<figure data-asset-id=\"3ea5794c-8d0d-4cd1-ab18-33e0418b4a67\" data-image-id=\"3ea5794c-8d0d-4cd1-ab18-33e0418b4a67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c798c245-3d04-4741-9a1f-98fe77c3d439/FE%20model%203D%20Detail.png\" data-asset-id=\"3ea5794c-8d0d-4cd1-ab18-33e0418b4a67\" data-image-id=\"3ea5794c-8d0d-4cd1-ab18-33e0418b4a67\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 10\\qquad Rendering of the calculation model for concrete block and out-of-plane wall}}}\\]</em></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "an-introduction-to-finite-element-implementation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-to-finite-element-implementation\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___introduction_to",
"collection": "default",
"id": "fdc3d2ca-103b-47a7-a94b-27d75babcb3a",
"language": "en-US",
"lastModified": "2025-11-24T14:42:16.32376Z",
"name": "Theoretical background 3D Detail - Introduction to finite element implementation",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Finite element types"
},
"id": {
"name": "ID",
"type": "text",
"value": "general-finite-element-types"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d4e10484_afc8_019d_4c89_cf7f7e5ed600",
"collection": "default",
"id": "d4e10484-afc8-019d-4c89-cf7f7e5ed600",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "d4e10484-afc8-019d-4c89-cf7f7e5ed600",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "General finite element types"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "4edc33ee-6deb-467c-a229-355e726e5505",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4fdc48d7-668c-4525-8066-92c0cf98fec2/FE%203D%20model.png",
"height": 724,
"width": 1791
},
{
"description": null,
"imageId": "248b8a69-ac53-4d77-ae02-42c07ac5fdb6",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a833cda6-cf17-4c1f-9f83-c345621c0267/14.png",
"height": 707,
"width": 1773
},
{
"description": null,
"imageId": "72456c32-3fb6-4671-91fa-f288cbc7e1fc",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/92e32489-804f-495a-937e-40b647a0abf1/15.png",
"height": 702,
"width": 1792
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The non-linear (inelastic) finite element analysis model is created by several types of finite elements used to model concrete, reinforcement, and the bond between them. Concrete and reinforcement elements are first meshed independently and then interconnected using multi-point constraints (MPC elements). This allows the reinforcement to occupy any position not limited to nodes of tetrahedral mesh. To verify anchorage length, bond, and anchorage end spring elements are inserted between the reinforcement and the MPC elements.</p>\n<figure data-asset-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" data-image-id=\"4edc33ee-6deb-467c-a229-355e726e5505\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4fdc48d7-668c-4525-8066-92c0cf98fec2/FE%203D%20model.png\" data-asset-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" data-image-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 11\\qquad Finite element model: reinforcement elements mapped to concrete mesh using MPC and bond elements}}}\\]</em></p>\n<h4>Concrete</h4>\n<p>Concrete is analyzed using <strong>mixed tetrahedral elements with nodal rotations</strong>. The tetrahedral elements allow us to mesh regions of any topology while the implemented formulation guarantees accurate deformation results (without spurious shear stress known as the shear lock effect) even for the coarse mesh which would not be suitable for linear tetrahedral elements formulation. </p>\n<p>Full integration is utilized. It means that each element is equipped with four integration points situated within the volume. Such an integration yields a precise strain and stress field, allowing for sufficient evaluation and presentation of the results across the whole volume. Subsequently, the stop criteria are established based on the value in the integration point.</p>\n<h4>Reinforcement</h4>\n<p>Rebars are modeled by two-node 1D “rod” elements (CROD), which only have axial stiffness. These elements are connected to special “bond” elements that were developed in order to model the slip behavior between a reinforcing bar and the surrounding concrete. These bond elements are subsequently connected by MPC (multi-point constraint) elements to the mesh representing the concrete. This approach allows the independent meshing of reinforcement and concrete, while their interconnection is ensured later.</p>\n<h4>Bond elements</h4>\n<p>The anchorage length is verified by implementing the bond shear stresses between concrete elements (3D) and reinforcing bar elements (1D) in the finite element model. For this purpose, the “bond” finite element type was developed.</p>\n<p>The bond element is defined as a shell finite element connected to elements representing reinforcement by the first layer and by the second layer to concrete mesh via multi-point constraints (MPC elements). It should be noted that the bond element is always displayed in this article with a non-zero height, which is, however, defined as infinitesimal in the model.</p>\n<p>The behavior of this element is described by the bond stress, τ<em><sub>b</sub></em>, as a bilinear function of the slip between the upper and lower nodes, δ<em>u</em>, see (Fig. 12).</p>\n<figure data-asset-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\" data-image-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a833cda6-cf17-4c1f-9f83-c345621c0267/14.png\" data-asset-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\" data-image-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 12\\qquad (a) Conceptual illustration of the deformation of a bond element; (b) shear-deformation function}}}\\]</em></p>\n<p>The elastic stiffness modulus of the bond-slip relationship, <em>Gb</em>, is defined as follows:</p>\n<p>\\[G_b = k_g \\cdot \\frac{E_c}{Ø}\\]</p>\n<p><em>k</em><em><sub>g</sub></em> coefficient depending on the reinforcing bar surface (by default <em>kg</em> = 0.2)</p>\n<p><em>E</em><em><sub>c</sub></em> modulus of elasticity of concrete (taken as <em>Ecm</em> in case of EN)</p>\n<p>Ø the diameter of the reinforcing bar</p>\n<p>The design values (factored values) of ultimate bond shear stress, <em>f</em><em><sub>bd</sub></em>, provided in the respective selected design codes EN 1992-1-1 or ACI 318-19 are used to verify the anchorage length. The hardening of the plastic branch is calculated by default as <em>Gb</em>/105.</p>\n<h4>Anchorage spring</h4>\n<p>The provision of anchorage ends to the reinforcing bars (i.e., bends, hooks, loops…), which fulfills the prescriptions of design codes, allows the reduction of the basic anchorage length of the bars (<em>l</em><em><sub>b,net</sub></em>) by a certain factor β (referred to as the ‘anchorage coefficient’ below). The design value of the anchorage length (<em>lb</em>) is then calculated as follows:</p>\n<figure data-asset-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" data-image-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/92e32489-804f-495a-937e-40b647a0abf1/15.png\" data-asset-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" data-image-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 13\\qquad Model for the reduction of the anchorage length: a) Anchorage force along the anchorage length of }}}\\] \\[ \\textsf{\\textit{\\footnotesize{the reinforcement bar, b) slip-anchorage force constitutive law}}}\\]</em></p>\n<p><br></p>\n<p>The reduction of the anchorage length is included in the finite element model by means of a spring element at the end of the bar (Fig. 13a), which is defined by the constitutive model shown in (Fig. 13b). The maximum force transmitted by this spring (<em>F</em><em><sub>au</sub></em>) is:</p>\n<p>\\[F_{au} = \\beta \\cdot A_s \\cdot f_{yd}\\]</p>\n<p>where :</p>\n<p><em>β</em> the anchorage coefficient based on anchorage type</p>\n<p><em>A</em><em><sub>s</sub></em> the cross-section of the reinforcing bar</p>\n<p><em>f</em><em><sub>yd</sub></em><em> </em> the design value (factored value) of the yield strength of the reinforcement</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"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": "general-finite-element-types"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"general-finite-element-types\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___finite_element_",
"collection": "default",
"id": "6f2a1c3b-07b0-4e5d-8b41-8205d2a7b2da",
"language": "en-US",
"lastModified": "2025-11-24T14:43:01.3240988Z",
"name": "Theoretical background 3D Detail - Finite element types",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Load transfer devices"
},
"id": {
"name": "ID",
"type": "text",
"value": "load-transfer-devices"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n42057ffc_fcc5_01bf_7f3d_38668115113e",
"collection": "default",
"id": "42057ffc-fcc5-01bf-7f3d-38668115113e",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "42057ffc-fcc5-01bf-7f3d-38668115113e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Load transfer devices"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "26c9d9a5-1064-44e2-8707-eb635d75347f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/371f790c-72d7-49be-8247-ade39e45d4d9/Linear%20steel.png",
"height": 462,
"width": 722
},
{
"description": null,
"imageId": "617b4b30-44ed-4b98-aa32-012e5b98e09b",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/33381e95-f9e8-4586-8a4e-d723bbab5356/Stub%20for%20loading.png",
"height": 558,
"width": 1407
},
{
"description": null,
"imageId": "2937e4c9-29aa-4613-9d4e-c44bbc628457",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f5d8cb-31be-436c-881b-1ed934e28860/Friction%20-%20load%20input.png",
"height": 895,
"width": 1193
},
{
"description": null,
"imageId": "d506d242-bb4e-41a7-8847-3211617b017d",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e430f86d-007d-4b58-8ac3-6c561def378d/Friction%20-%20result.png",
"height": 1149,
"width": 1914
},
{
"description": null,
"imageId": "19efc159-8105-4a48-b356-24e75616f28d",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e64e31cd-772c-4b95-84c2-b3442e790aa6/Friction%20contact%20graph.png",
"height": 469,
"width": 1186
},
{
"description": null,
"imageId": "ae58f4f5-1a75-4eac-99f5-9964a720abe5",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f5a88134-312b-4689-9bcd-a77eb0e834e3/Shear%20lug%20transfer.png",
"height": 450,
"width": 1264
},
{
"description": null,
"imageId": "c07375e3-202a-449e-a4ef-aa55f268fdee",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc2938e5-b707-4f53-a0b6-b795bfef8d4d/Interconnection%20with%20base%20plate%20settings.png",
"height": 258,
"width": 778
},
{
"description": null,
"imageId": "772c22fe-dd8e-4a7e-824b-aac7dcf1e4b0",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30a7aadf-a72c-4ca5-be2f-35a9bf4f3c45/Cut%20threads%20weld%20or%20pinned.png",
"height": 1147,
"width": 1916
},
{
"description": null,
"imageId": "d70a94d5-1c08-4015-a70f-1d1383d86d80",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4ba36be0-87e2-416f-a380-66f3f14638dc/Rotational%20constrains.png",
"height": 595,
"width": 1574
},
{
"description": null,
"imageId": "f32ae8e3-e5c9-4fbb-b7d6-596b442d7e6e",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/568c6688-adc1-4f20-b28f-914f917ab5be/Axial%20and%20rotational%20constrains%20table.png",
"height": 499,
"width": 1233
},
{
"description": null,
"imageId": "750b7ed0-ff95-4138-88a4-de437fc2d9d9",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b53c46b-318c-4347-bf21-959cbc8fbde8/Interaction%20with%20cast-in%20plate.png",
"height": 394,
"width": 1835
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h3>Base plate</h3>\n<p>The base plate is modeled as an elastic shell element. The steel material used for base plates is defined in the Materials tab. The only physical property is the modulus of elasticity <em>E</em>.</p>\n<figure data-asset-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" data-image-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/371f790c-72d7-49be-8247-ade39e45d4d9/Linear%20steel.png\" data-asset-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" data-image-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 14\\qquad The base plate material definition}}}\\]</em></p>\n<p>The base plate can be loaded by the point load (Fx, Fy, Fz, Mx, My, Mz) and the group of forces (Fx, Fy, Fz), mainly used for loading models exported from the IDEA StatiCa Connection. Note that point loads and point moments directly load the corresponding node of the base plate. It means that there is no redistribution, only by the stiffness of the base plate. </p>\n<p>This implementation allows importing load effects from the IDEA StatiCa Connection that are applied to the base plate at the location of the individual weld finite elements with the value and direction determined from the general stress of that weld finite element. More can be read in the corresponding chapter of this document.</p>\n<p>The second loading option is the <strong>Stub</strong> — representing a short portion of the column above the base plate. The stub is modeled as an elastic shell element structure and behaves as a physically accurate interface between the internal forces and the plate. The user selects a cross-section for the stub from a standard section database. The 6-component internal force set (forces and moments) is applied at a <strong>single point</strong> on the <strong>bottom face of the stub</strong> — i.e. the base of the column. Constraints transfer the forces to the top face of the stub, from where they are naturally redistributed through the stub into the base plate, anchors, and concrete.</p>\n<figure data-asset-id=\"617b4b30-44ed-4b98-aa32-012e5b98e09b\" data-image-id=\"617b4b30-44ed-4b98-aa32-012e5b98e09b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/33381e95-f9e8-4586-8a4e-d723bbab5356/Stub%20for%20loading.png\" data-asset-id=\"617b4b30-44ed-4b98-aa32-012e5b98e09b\" data-image-id=\"617b4b30-44ed-4b98-aa32-012e5b98e09b\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 15\\qquad The load transfer through the stub}}}\\]</em></p>\n<p><br></p>\n<p><strong>Shear transfer mechanism (from base plate to concrete block)</strong></p>\n<p>Frictional compression-only contact is defined between the baseplate and concrete. For the shear transfer user can choose from three options:</p>\n<ul>\n <li><strong>By anchors</strong></li>\n <li><strong>By friction</strong></li>\n <li><strong>By shear lug</strong></li>\n</ul>\n<p>The software does not allow the combination of these shear transfer mechanisms. </p>\n<p><strong>The friction</strong> coefficient should be input as a designed (factored) value. In case the resultant shear force <em>F</em><em><sub>xy</sub></em><em> </em>exceeds the pressure force <em>F</em><em><sub>z</sub></em> times the frictional coefficient <em>μ,</em> the calculation will stop, and not all the loads will apply to the model. The condition is written as follows:</p>\n<p>\\[\\frac {F_{xy}}{ \\mu \\cdot F_{z}}\\le 1\\]</p>\n<p>This can be seen in the following example, where two load cases are considered. </p>\n<ul>\n <li>LC1 - Permanent type - F<sub>z</sub> = 100 kN</li>\n <li>LC2 - Variable type- F<sub>x</sub> = 100 kN</li>\n</ul>\n<figure data-asset-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" data-image-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f5d8cb-31be-436c-881b-1ed934e28860/Friction%20-%20load%20input.png\" data-asset-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" data-image-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16\\qquad Load input for example explaining shear transfer by friction}}}\\]</em></p>\n<p>In the first calculation step, all the permanent load is applied. Then the variable load is gradually applied until it reaches the value of the pressure load times the friction coefficient.</p>\n<figure data-asset-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" data-image-id=\"d506d242-bb4e-41a7-8847-3211617b017d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e430f86d-007d-4b58-8ac3-6c561def378d/Friction%20-%20result.png\" data-asset-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" data-image-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 17\\qquad Results from example explaining shear transfer by friction}}}\\]</em></p>\n<p>The graph in Figure 18 defines the behavior of the frictional contact between the baseplate and concrete.</p>\n<figure data-asset-id=\"19efc159-8105-4a48-b356-24e75616f28d\" data-image-id=\"19efc159-8105-4a48-b356-24e75616f28d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e64e31cd-772c-4b95-84c2-b3442e790aa6/Friction%20contact%20graph.png\" data-asset-id=\"19efc159-8105-4a48-b356-24e75616f28d\" data-image-id=\"19efc159-8105-4a48-b356-24e75616f28d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 18\\qquad Force-displacement graph describing the behavior of frictional contact}}}\\]</em></p>\n<p>The value of<em> F</em><em><sub>z</sub></em><em>μ</em> differs for each increment of the calculation, whereas the value of maximal shear deformation <em>u</em><em><sub>xy</sub></em> is constant. </p>\n<p>If the compressive normal force <em>F</em><em><sub>z</sub></em> and the shear force <em>F</em><em><sub>xy</sub></em> are input in one load case type (e.g. only permanent), and the condition of <em>F</em><em><sub>xy</sub></em><em> / (F</em><em><sub>z</sub></em><em>μ) ≤ 1</em> is not fulfilled<em>, </em>no load will be applied to the model because the condition is not fulfilled in any increment of the calculation.</p>\n<p><strong>The shear lug</strong> is connected with the concrete mesh by constraints allowing only compression only normal stress transfer. </p>\n<figure data-asset-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" data-image-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f5a88134-312b-4689-9bcd-a77eb0e834e3/Shear%20lug%20transfer.png\" data-asset-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" data-image-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 19\\qquad Shear lug transfer of shear mechanism}}}\\]</em></p>\n<p>The shear lug is modeled from elastic shell elements, where the modulus of elasticity E defines the material.</p>\n<p>The results are not evaluated and displayed for the base plate as well as for the shear lug.</p>\n<p><br></p>\n<p><strong> Base plate options (stand-off, grout)</strong></p>\n<p>The following set of stand-off options, fully aligned with the Connection application, is available.</p>\n<ul>\n <li><strong>Direct</strong></li>\n <li><strong>Mortar joint – nuts from the top</strong></li>\n <li><strong>Mortar joint – nuts from the top and bottom</strong></li>\n <li><strong>Gap</strong></li>\n</ul>\n<p>The mortar layer is modeled as a <strong>shell element</strong>, with its stiffness taken into account. Note that shell elements are incompressible in the direction of their thickness. This helps to redistribute local forces to the concrete and is valid for typical bedding thicknesses used in practice - 25-50 mm.</p>\n<p>The distinction between nuts only from the top (pinned interconnection between anchor and base plate) vs. top and bottom (fixed interconnection between anchor and base plate) strongly influences the shear capacity from the point of view of concrete bearing.</p>\n<h3>Anchors</h3>\n<p>The finite elements representing anchors are modeled to be able to transfer normal and shear forces to the concrete, also taking into account the bending stiffness of the anchors. To model the slip between the anchor and the surrounding concrete, the same bond and MPC elements are used as for the reinforcement. With the difference that:</p>\n<ul>\n <li>For post-installed (adhesive) anchors, it is necessary to specify the design bond strength.</li>\n <li>For Washer plates and Headed studs, the bond is neglected along the shank of the anchor. All axial load is then transferred to the concrete through the washer plate or head of the anchor.</li>\n</ul>\n<p>Anchors can be interconnected with base plates. For this interconnection, a fully nonlinear constraint is used to connect the anchor's end and a base plate node. This constraint allows us to control all degrees of freedom to ensure, for example, that the anchors transfer no compression force from the base plate, or that no shear is transferred by the anchor when modeling a shear lug, etc.</p>\n<p><strong>Interconnection with base plate</strong> properties for anchors allows the user to control whether the anchor will be connected with the base plate by the previously mentioned constraint and how. </p>\n<figure data-asset-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" data-image-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc2938e5-b707-4f53-a0b6-b795bfef8d4d/Interconnection%20with%20base%20plate%20settings.png\" data-asset-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" data-image-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 20\\qquad Interconnection with base plate settings}}}\\]</em></p>\n<p>The <strong>Transfer of shear</strong> checkbox can be used to control whether the anchor and base plate will be connected or not in terms of shear. Note that it is not supported to combine shear transfer mechanisms, so for transfer by friction and shear lug, this checkbox is irrelevant. On the other hand, for shear transfer using anchors, this field gives the option to exclude some anchors from shear transfer.</p>\n<p>The <strong>Transfer of axial forces</strong> checkbox can be used to control whether the anchor and base plate will be connected or not in terms of the axial direction. This is mainly used for the export from the Connection feature (see the corresponding chapter). For manual modeling, it makes sense to have this checkbox always checked.</p>\n<p>When the checkbox is unchecked, the anchor is disconnected in both tension and compression (in the case of a model exported from the Connection application, the connection is replaced by a pair of forces). If the checkbox is checked, the anchor is always connected to the plate in tension, but the connection in compression is controlled by the anchor type and the type of stand-off. For more information, see Figure 23.</p>\n<p><strong>Cut threads</strong></p>\n<p>Controlled by a checkbox in anchor properties and has 2 purposes:</p>\n<p>1. Defines how the anchor connects to the base plate:</p>\n<ul>\n <ul>\n <li>For headed studs and cast-in reinforcement connected to the Base plate (not for Cast-in plates), it distinguishes between a <strong>bolt connection (pinned)</strong> and a <strong>welded connection (fixed)</strong> — visible in the 3D scene.</li>\n <li>Note that the way of anchor-to-plate connection has a significant influence on the shear resistance from the point of view of bearing of the concrete.</li>\n </ul>\n</ul>\n<figure data-asset-id=\"772c22fe-dd8e-4a7e-824b-aac7dcf1e4b0\" data-image-id=\"772c22fe-dd8e-4a7e-824b-aac7dcf1e4b0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30a7aadf-a72c-4ca5-be2f-35a9bf4f3c45/Cut%20threads%20weld%20or%20pinned.png\" data-asset-id=\"772c22fe-dd8e-4a7e-824b-aac7dcf1e4b0\" data-image-id=\"772c22fe-dd8e-4a7e-824b-aac7dcf1e4b0\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 21\\qquad Cut threads options}}}\\]</em></p>\n<p>2. For Eurocode, the resistance of the anchor with cut threads is reduced according to EN 1993-1-8 3.6.1 (3). It can be set in Project settings. For Threaded rods and Washer plates, it is recommended to keep this setting on at all times.</p>\n<h3>Axial and rotational interconnection between Anchor and Base plate</h3>\n<p>As already mentioned in this chapter, depending on the type of anchor, the stand-off setting, and whether or not cut threads are considered, anchors are connected to the base plate in different ways. In terms of rotational connection, this can be <strong>Hinged / Fixed</strong>. In terms of axial connection, this can be <strong>Tension / Tension + Compression</strong>. The rotational connection types strongly influence the shear capacity from the point of view of concrete bearing. In a 3D scene, it is easy to tell whether an anchor is connected as fixed or hinged based on the presence of nuts, see Figure 22.</p>\n<figure data-asset-id=\"d70a94d5-1c08-4015-a70f-1d1383d86d80\" data-image-id=\"d70a94d5-1c08-4015-a70f-1d1383d86d80\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4ba36be0-87e2-416f-a380-66f3f14638dc/Rotational%20constrains.png\" data-asset-id=\"d70a94d5-1c08-4015-a70f-1d1383d86d80\" data-image-id=\"d70a94d5-1c08-4015-a70f-1d1383d86d80\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 22\\qquad Rotational constraints}}}\\]</em></p>\n<p>The following table shows all possible combinations of base plate connections with anchors and the corresponding rotational and axial connections.</p>\n<figure data-asset-id=\"f32ae8e3-e5c9-4fbb-b7d6-596b442d7e6e\" data-image-id=\"f32ae8e3-e5c9-4fbb-b7d6-596b442d7e6e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/568c6688-adc1-4f20-b28f-914f917ab5be/Axial%20and%20rotational%20constrains%20table.png\" data-asset-id=\"f32ae8e3-e5c9-4fbb-b7d6-596b442d7e6e\" data-image-id=\"f32ae8e3-e5c9-4fbb-b7d6-596b442d7e6e\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 23\\qquad Axial and rotational constraints between an anchor and a base plate}}}\\]</em></p>\n<h3>Cast-in plates</h3>\n<p>Cast-in plate is a special case of a base plate. It is modeled analogously with the following differences:</p>\n<p>Since the plate is embedded inside a concrete block, no type of stand-off can be specified. The depth of the slab embedding is neglected. The plate, modeled by shell elements, is placed directly on the concrete surface. Therefore, the side surfaces of the slab are not considered to be supported by the concrete.</p>\n<p>It is only possible to use Reinforcement and Headed studs, which, like classic anchors, can be set to be connected to the slab in the axial and shear directions. Practical experience and some national documents indicate the need to design Headed studs only for shear and Reinforcement for axial load. From the perspective of axial and rotational constraints, anchors are always connected as Fixed and Tension + Compression.</p>\n<figure data-asset-id=\"750b7ed0-ff95-4138-88a4-de437fc2d9d9\" data-image-id=\"750b7ed0-ff95-4138-88a4-de437fc2d9d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b53c46b-318c-4347-bf21-959cbc8fbde8/Interaction%20with%20cast-in%20plate.png\" data-asset-id=\"750b7ed0-ff95-4138-88a4-de437fc2d9d9\" data-image-id=\"750b7ed0-ff95-4138-88a4-de437fc2d9d9\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad Axial and rotational constraints between an anchor and a base plate}}}\\]</em></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
},
{
"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"
}
],
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "load-transfer-devices"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"introduction-to-finite-element-implementation\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___load_transfer_d",
"collection": "default",
"id": "9b010b81-7a05-40ae-8c04-546e595014fe",
"language": "en-US",
"lastModified": "2025-12-02T09:15:51.5445599Z",
"name": "Theoretical background 3D Detail - Load transfer devices",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Meshing in 3D CSFM"
},
"id": {
"name": "ID",
"type": "text",
"value": "meshing-in-3D-CSFM"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n58d09d37_8525_01c5_5094_50ae3ad79237",
"collection": "default",
"id": "58d09d37-8525-01c5-5094-50ae3ad79237",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "58d09d37-8525-01c5-5094-50ae3ad79237",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Concrete Meshing in 3D CSFM"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The finite elements are implemented internally, and the analysis model is generated automatically without any need for proficient user interaction. An important part of this process is meshing.</p>\n<h4>Concrete</h4>\n<p>All concrete members are meshed together. A recommended element size is automatically computed by the application based on the size and shape of the structure and taking into account the diameter of the largest reinforcing bar. Moreover, the recommended element size guarantees that a minimum of four elements are generated in thin parts of the structure, such as slender columns or thin walls, to ensure reliable results in these areas. Designers can always select a user-defined concrete element size by modifying the multiplier of the default mesh size.</p>\n<h4>Reinforcement</h4>\n<p>The reinforcement is divided into elements with approximately the same length as the concrete element size. Once the reinforcement and concrete meshes are generated, they are interconnected with bond elements, as shown in Fig. 9.</p>\n<h4>Refinement</h4>\n<p>Concrete mesh is automatically refined around anchors, around shear lugs, and under the stub for loading. The size of the refined mesh is approximately twice smaller than the basic concrete mesh. The radius of the refined area is defined approximately as the element size multiplied by two.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "concrete-meshing-in-3d-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"concrete-meshing-in-3d-csfm\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___meshing",
"collection": "default",
"id": "32ba2731-7f02-401a-9b20-eea8a1bc2025",
"language": "en-US",
"lastModified": "2025-11-25T08:43:48.4247414Z",
"name": "Theoretical background 3D Detail - Meshing",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "The solution method and load-control algorithm for 3D CSFM"
},
"id": {
"name": "ID",
"type": "text",
"value": "solution-method-and-load-control-algorithm-for-3D-CSFM"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b38faca3_4907_0182_5507_394eeb8cc207",
"collection": "default",
"id": "b38faca3-4907-0182-5507-394eeb8cc207",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "b38faca3-4907-0182-5507-394eeb8cc207",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "The solution method and load-control algorithm for 3D CSFM"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "f52823d4-6603-4d3a-8405-71c3d8d92ddd",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1178a514-d8d2-4a37-a0f2-517809af1881/16.png",
"height": 603,
"width": 1788
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>A standard full Newton-Raphson (NR) algorithm is used to find the solution to a non-linear FEM problem. </p>\n<p>Generally, the NR algorithm does not often converge when the full load is applied in a single step. A usual approach, which is also used here, is to apply the load sequentially in multiple increments and use the result from the previous load increment to start the Newton solution of the subsequent one. For this purpose, a load control algorithm was implemented on top of the Newton-Raphson. In the case that the NR iterations do not converge, the current load increment is reduced to half its value, and the NR iterations are retried.</p>\n<p>A second purpose of the load-control algorithm is to find the critical load, which corresponds to certain “stop criteria” – specifically the maximum strain in concrete, the maximum slip in bond elements, the maximum displacement in anchorage elements, and the maximum strain in reinforcing bars. The critical load is found using the bisection method. In the case where the stop criterion is exceeded anywhere in the model, the results of the last load increment are discarded and a new increment of half the size of the previous one is calculated. This process is repeated until the critical load is found with a certain error tolerance.</p>\n<p>For concrete, the stop criterion was set to a 5% strain in compression (i.e., around an order of magnitude larger than the actual failure strain of concrete) and 7% in tension at the integration points of shell elements. In tension, the value was set to allow for the limit strain in reinforcement, which is usually around 5% without accounting for tension stiffening, to be reached first. In compression, the value was chosen from among several alternatives as one that is large enough for the effects of crushing to be visible in the results, but small enough so as not to cause too many problems with numerical stability.</p>\n<figure data-asset-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\" data-image-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1178a514-d8d2-4a37-a0f2-517809af1881/16.png\" data-asset-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\" data-image-id=\"f52823d4-6603-4d3a-8405-71c3d8d92ddd\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 25\\qquad Constitutive law of bond and anchorage elements used for anchorage length verification: a) Bond shear stress}}}\\] \\[ \\textsf{\\textit{\\footnotesize{slip response of bond element, b) force-displacement response of an anchorage element}}}\\]</em></p>\n<p><br></p>\n<p>For reinforcement, the stop criterion is defined in terms of stresses. Since stresses at the crack are modeled, the criterion in tension corresponds to the reinforcement tensile strength accounting for the safety coefficient. The same value is used for the criterion in compression.</p>\n<p>The stop criterion in bond elements and anchorage springs is α·δ<em><sub>umax</sub></em>, where δ<em><sub>umax</sub></em> is the maximum slip used in code checks and α = 10.</p>\n<p><br></p>\n<p>Other stop criteria for anchoring:</p>\n<ul>\n <li>Pull out of headed anchors (maximal contact compression stress at the top face of the head of the anchor). </li>\n <li>Maximal shear force that can be transferred by the anchor from the point of view of the bearing of concrete.</li>\n</ul>\n<p>These two criteria are dependent on the selected code. You can find more information about them in the sections explaining the code-dependent parts of structural analysis in the application.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"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": "the-solution-method-and-load-control-algorithm-for-3d-csfm"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"solution-method-and-load-control-algorithm-for-3d-csfm\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___solution_method",
"collection": "default",
"id": "e811ef78-8ac8-49f7-9009-3eb25d710f60",
"language": "en-US",
"lastModified": "2025-11-24T14:45:52.3475223Z",
"name": "Theoretical background 3D Detail - Solution method and load-control algorithm for 3D CSFM",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Presentation of 3D results"
},
"id": {
"name": "ID",
"type": "text",
"value": "presentation-of-3D-results"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "a417b40b_24d7_01e1_7ea3_68f1c47235e9",
"collection": "default",
"id": "a417b40b-24d7-01e1-7ea3-68f1c47235e9",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "a417b40b-24d7-01e1-7ea3-68f1c47235e9",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Presentation of 3D results"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The results are presented independently for concrete and for reinforcement elements. The stress and strain values in concrete are calculated at the integration points of volume elements. However, as it is not practical to present the data in such a manner, the results are presented by default in nodes, like the maximum value of compressive stress from adjacent Gauss integration points in connected elements. It should be noted that this representation might locally underestimate the results at compressed edges of members in a case where the finite-element size is similar to the depth of the compression zone.</p>\n<p>The results for the reinforcement finite elements are either constant for each element (one value – e.g., for steel stresses) or linear (two values – for bond results). For auxiliary elements, such as elements of bearing plates, only deformations are presented.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "presentation-of-3d-results"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"presentation-of-3d-results\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___presentation_of",
"collection": "default",
"id": "5e3a48d6-4484-4b94-b2b1-ed851a56e0bd",
"language": "en-US",
"lastModified": "2024-08-01T14:17:59.111416Z",
"name": "Theoretical background 3D Detail - Presentation of 3D results",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Model imported from IDEA StatiCa Connection"
},
"id": {
"name": "ID",
"type": "text",
"value": "model-imported-from-idea-statica-connection"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "a37fd771_c05c_01de_aa1a_265b9f6db578",
"collection": "default",
"id": "a37fd771-c05c-01de-aa1a-265b9f6db578",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "a37fd771-c05c-01de-aa1a-265b9f6db578",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Model imported from IDEA StatiCa Connection"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "10a571a8-c649-479f-a6a1-775847ff787b",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d9e99b1-b39c-4b40-876a-1bb351b6f5c8/Connection%20export.png",
"height": 674,
"width": 1150
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The IDEA StatiCa Detail model does not always have to be modeled from scratch or from a template. There is also an option to import the model, including load effects, from IDEA StatiCa Connection. In Connection, the steel superstructure above the concrete block is analyzed using a nonlinear 3D model, while the concrete block itself is represented in a simplified way by a Winkler foundation. In Detail, on the other hand, the reinforced concrete block is modeled explicitly and checked in detail.</p>\n<p>When transferring the model, only the base plate, anchors, and concrete block are imported into Detail – the steel member itself (and its global stiffness) is not. In the Connection model, this steel member is connected to the base plate by a weld. The stresses in the weld finite elements are integrated and converted into a set of equivalent forces that load the base plate in Detail. In this way, the effect of the missing steel member is represented by weld forces applied directly to the base plate.</p>\n<figure data-asset-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" data-image-id=\"10a571a8-c649-479f-a6a1-775847ff787b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d9e99b1-b39c-4b40-876a-1bb351b6f5c8/Connection%20export.png\" data-asset-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" data-image-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 26\\qquad Loads imported from IDEA StatiCa Connection}}}\\]</em></p>\n<p>Due to the different definition of stiffness between Connection and Detail (missing steel member, different material models, and concrete representation), a direct connection between the base plate and anchors in Detail would generally lead to a different redistribution of loads and, therefore, different tensile forces in the anchors. To avoid this, the anchors are imported <strong>axially disconnected</strong> from the base plate. Instead of transferring axial forces through the physical contact, the anchor tensions obtained from the Connection are applied directly to the anchors in Detail. At the same time, an equal and opposite force is applied to the base plate at each anchor location, so that the global equilibrium of the model is preserved. This pair of forces (one acting on the anchor, the other on the base plate) represents the interaction between the base plate and the anchor without allowing additional redistribution of axial forces in Detail. These two opposite forces are illustrated in Figure 26.</p>\n<p>However, the shear forces are still transferred by the connection between the base plate and the anchors (or shear lug, or friction). This is possible because a constraint is used to connect the base plate and the anchors in shear, allowing us to control the relevant degrees of freedom of this interconnection. In Detail, the user can therefore modify the shear load path – for example, by releasing shear in two of four anchors and keeping only the edge anchors engaged in shear – while the axial forces remain as imported from Connection.</p>\n<p>For <strong>cast-in plates,</strong> we adopted a different approach. Several European design recommendations require that only the reinforcement bars are considered to resist axial forces, while headed studs are assumed to transfer shear only. Since IDEA StatiCa Connection cannot internally separate axial forces in reinforcement anchors from those in headed studs during the export, the anchors of cast-in plates are imported into Detail <strong>fully connected, also in the axial direction</strong>. This allows the user to activate a design option in Detail where reinforcement anchors carry only axial tension and headed studs carry only shear. In this workflow, the axial force that was originally assigned to the headed studs has to be <strong>redistributed</strong> onto the reinforcement anchors within the Detail model. Such redistribution would not be possible if we used the pair-of-opposite-forces approach described above, which is why cast-in plates are handled differently.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "AMER",
"codename": "amer"
},
{
"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",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "model-imported-from-idea-statica-connection"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"model-imported-from-idea-statica-connection\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___model_imported_",
"collection": "default",
"id": "5868d7bf-6f1e-4bba-801f-b2cd0b42bb99",
"language": "en-US",
"lastModified": "2025-11-24T14:46:38.3952251Z",
"name": "Theoretical background 3D Detail - Model imported from IDEA StatiCa Connection",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Limit states"
},
"id": {
"name": "ID",
"type": "text",
"value": "limit-states"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e1c9baa9_a314_01b1_37b2_cd6c61a9420e",
"collection": "default",
"id": "e1c9baa9-a314-01b1-37b2-cd6c61a9420e",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "e1c9baa9-a314-01b1-37b2-cd6c61a9420e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Limit states"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "ef499945-27e1-4fef-94af-ddfedd4e15bd",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1633c630-1610-428f-9f76-d50d4d8ce8c2/18.png",
"height": 55,
"width": 421
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h3>Ultimate limit state</h3>\n<p>The different verifications required by specific design codes are assessed based on the direct results provided by the model. ULS verifications are carried out for concrete strength, reinforcement strength, and anchorage (bond shear stresses).</p>\n<p>To ensure a structural element has an efficient design, it is highly recommended to run a preliminary analysis that takes into account the following steps:</p>\n<ul>\n <li>Choose a selection of the most critical load combinations.</li>\n <li>Calculate only Ultimate Limit State (ULS) load combinations.</li>\n <li>To expedite the calculation time and address any issues, consider using a coarse mesh by increasing the multiplier of the default mesh size in the Setup (Fig. 27). If the model performs well, revert the multiplier back to a factor of 1.</li>\n</ul>\n<figure data-asset-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\" data-image-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1633c630-1610-428f-9f76-d50d4d8ce8c2/18.png\" data-asset-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\" data-image-id=\"ef499945-27e1-4fef-94af-ddfedd4e15bd\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 27\\qquad Mesh multiplier}}}\\]</em></p>\n<p>Such a model will calculate very quickly, allowing designers to review the detailing of the structural element efficiently and re-run the analysis until all verification requirements are fulfilled for the most critical load combinations. Once all the verification requirements of this preliminary analysis are fulfilled, it is suggested that the complete ultimate load combinations be included and the use of fine mesh size (the mesh size recommended by the program). Users can change mesh size by the multiplier, which can reach values from 0.5 to 5 (Fig. 27).</p>\n<p>The basic results and verifications (stress, strain, and utilization (i.e., the calculated value/limit value from the code)), as well as the direction of principal stresses in the case of concrete elements) are displayed by means of different plots where compression is generally presented in red and tension in blue. Global minimum and maximum values for the entire structure can be highlighted as well as minimum and maximum values for every user-defined part. In a separate tab of the program, advanced results such as tensor values, deformations of the structure, and reinforcement ratios (effective and geometric) used for computing the tension stiffening of reinforcing bars can be shown. Furthermore, loads and reactions for selected combinations or load cases can be presented.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "limit-states"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"limit-states\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___limit_states",
"collection": "default",
"id": "e40723a0-aa58-4c1e-bb6f-89c6f542d516",
"language": "en-US",
"lastModified": "2025-11-24T14:47:20.7767783Z",
"name": "Theoretical background 3D Detail - Limit states",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Material models in 3D CSFM"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-in-3D-CSFM-EN"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8deed79d_4187_01f2_fd60_037d562de304",
"collection": "default",
"id": "8deed79d-4187-01f2-fd60-037d562de304",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "8deed79d-4187-01f2-fd60-037d562de304",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Material models in 3D CSFM (EN)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/48e6b672-8f00-481a-8f1c-87d1c46a175d/SS%20diagrams%20conc.png",
"height": 708,
"width": 1898
},
{
"description": "Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.",
"imageId": "ba3b27c3-ad63-46d8-b734-279c1a98639f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG",
"height": 719,
"width": 1822
},
{
"description": "Fig. 30\tScheme of tension stiffening.",
"imageId": "4a23c310-98c5-488d-a3a0-2ec9064a2f61",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG",
"height": 569,
"width": 1761
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h3>Concrete - ULS</h3>\n<p>The concrete model implemented in 3D CSFM is based on the uniaxial compression constitutive laws prescribed by EN 1992-1-1 for the design of cross-sections, which only depend on compressive strength. The parabola-rectangle diagram specified in EN 1992-1-1 Cl. 3.1.7 (1) (Fig. 28a) is used by default in 3D CSFM, but designers can also choose a more simplified elastic ideal plastic relationship according to EN 1992-1-1 Cl. 3.1.7 (2) (Fig. 28b). The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" data-image-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/48e6b672-8f00-481a-8f1c-87d1c46a175d/SS%20diagrams%20conc.png\" data-asset-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" data-image-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 28\\qquad The stress-strain diagrams of concrete for ULS: a) parabola-rectangle diagram; b) bilinear diagram}}}\\]</em></p>\n<p>The implementation of 3D CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached, it considers a plastic branch with ε<em><sub>cu</sub></em><sub>2</sub> (ε<em><sub>cu</sub></em><sub>3</sub>) in a value of 5% while EN 1992-1-1 assumes ultimate strain less than 0.35%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, their ultimate capacity <em>f</em><em><sub>cd</sub></em> according to EN 1992-1-1 3.1.3 is properly predicted when the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em> reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p>α<em><sub>cc</sub></em> is the coefficient taking account of long-term effects on the compressive strength and of unfavorable effects resulting from the way the load is applied. It is according to EN 1992-1-1 Cl. 3.1.6 (1). The default value is 1.0.</p>\n<p><em>f</em><em><sub>ck</sub></em> is the concrete cylinder characteristic strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<h3>Reinforcement</h3>\n<p>By default, the idealized bilinear stress-strain diagram for the bare reinforcing bars defined in EN 1992-1-1, section 3.2.7 (Fig. 29) is considered. The definition of this diagram only requires the basic properties of the reinforcement to be known during the design phase (strength and ductility class). Whenever known, the actual stress-strain relationship of the reinforcement (hot-rolled, cold-worked, quenched, and self-tempered, …) can be considered. The reinforcement stress-strain diagram can be defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). Using the stress-strain diagram with a horizontal top branch does not allow for the verification of structural durability. Therefore, manual verification of standard ductility requirements is necessary.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"Fig. 29\tStress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram with a horizontal top branch.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 29 \\qquad Stress-strain diagram of reinforcement: a) bilinear diagram with an inclined top branch; b) bilinear diagram}}}\\] \\[ \\textsf{\\textit{\\footnotesize{with a horizontal top branch.}}}\\]</em></p>\n<p>Tension stiffening (Fig. 30) is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"Fig. 30\tScheme of tension stiffening.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 30\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"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": "material-models-in-3d-csfm-en"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"material-models-in-3d-csfm-en\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___material_models",
"collection": "default",
"id": "e5b2bc61-fc71-437a-b885-e26c445e4fcb",
"language": "en-US",
"lastModified": "2025-11-24T14:48:24.0767958Z",
"name": "Theoretical background 3D Detail - Material models in 3D CSFM (EN)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Partial safety factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "partial-safety-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n26ae82b5_da0f_01f0_1d69_69d7b1e282d4",
"collection": "default",
"id": "26ae82b5-da0f-01f0-1d69-69d7b1e282d4",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "26ae82b5-da0f-01f0-1d69-69d7b1e282d4",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Partial safety factors"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "af337034-9bd2-4f89-a0eb-c57c416ccb44",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74bc9fff-b55c-46b3-a638-345044b4de8e/Partial%20safety%20factors.png",
"height": 636,
"width": 876
},
{
"description": "Fig. 32\tThe setting of load partial factors in Idea StatiCa Detail.",
"imageId": "99632028-f378-4338-b74b-bef12aec3f6a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d2607d1-29e9-4dfd-80ef-db2ba7d172bf/Combination%20factors.png",
"height": 164,
"width": 522
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "concrete",
"linkId": "b4790cf9-a605-45b3-b41b-e36909ad4291",
"urlSlug": "concrete",
"type": "landing_page"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>The Compatible Stress Field Method is compliant with modern design codes. As the calculation models only use standard material properties, the partial safety factor format prescribed in the design codes can be applied without any adaptation. In this way, the input loads are factored, and the characteristic material properties are reduced using the respective safety coefficients prescribed in design codes, exactly as in conventional concrete analysis. Values of material safety factors prescribed in EN 1992-1-1 chap. 2.4.2.4 and factors for anchors prescribed in EN 1992-4, EN 1993-1-8, and EN 1994-1-1 are set by default, but the user can change safety factors in the Code and calculation settings (Fig. 31).</p>\n<figure data-asset-id=\"af337034-9bd2-4f89-a0eb-c57c416ccb44\" data-image-id=\"af337034-9bd2-4f89-a0eb-c57c416ccb44\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/74bc9fff-b55c-46b3-a638-345044b4de8e/Partial%20safety%20factors.png\" data-asset-id=\"af337034-9bd2-4f89-a0eb-c57c416ccb44\" data-image-id=\"af337034-9bd2-4f89-a0eb-c57c416ccb44\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 31\\qquad The setting of material safety factors in Idea StatiCa Detail.}}}\\]</em></p>\n<p>Load safety factors have to be defined by the user in Combination rules for each non-linear combination of load cases (Fig. 32). For all templates implemented in <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">Idea StatiCa Detail</a>, partial safety factors are already predefined.</p>\n<figure data-asset-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" data-image-id=\"99632028-f378-4338-b74b-bef12aec3f6a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d2607d1-29e9-4dfd-80ef-db2ba7d172bf/Combination%20factors.png\" data-asset-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" data-image-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" alt=\"Fig. 32\tThe setting of load partial factors in Idea StatiCa Detail.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 32\\qquad The setting of load partial factors in Idea StatiCa Detail.}}}\\]</em></p>\n<p>By using appropriate user-defined combinations of partial safety factors, users can also compute with 3D CSFM using the global resistance factor method (Navrátil, et al. 2017), but this approach is hardly ever used in design practice. Some guidelines recommend using the global resistance factor method for non-linear analysis. However, in simplified non-linear analyses (such as 3D CSFM), which only require those material properties that are used in conventional hand calculations, it is still more desirable to use the partial safety format.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"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": "partial-safety-factors"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"partial-safety-factors\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___partial_safety_",
"collection": "default",
"id": "24d2b331-4ef1-449f-b65d-50bce11bf8c6",
"language": "en-US",
"lastModified": "2025-11-24T14:49:02.2707155Z",
"name": "Theoretical background 3D Detail - Partial safety factors",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ultimate limit state checks"
},
"id": {
"name": "ID",
"type": "text",
"value": "ultimate-limit-state-checks"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e6a5281a_8b5f_01f2_0261_0b1b3eef6dfd",
"collection": "default",
"id": "e6a5281a-8b5f-01f2-0261-0b1b3eef6dfd",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "e6a5281a-8b5f-01f2-0261-0b1b3eef6dfd",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Ultimate limit state checks"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "3330b2c1-f91f-4b71-bac4-76ce7c775686",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/230a0c76-3c87-40ae-9f83-26d6635e85dc/Project%20settings%20-%20code%20select.png",
"height": 635,
"width": 877
},
{
"description": "Fig. 33\tDescription of bond conditions.",
"imageId": "c6ca9e31-4172-4034-a8b0-cdb2ad98d82a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aa307dc-3cd6-4d42-8dd8-d0ff97994677/Bond%20conditions.PNG",
"height": 701,
"width": 1116
},
{
"description": null,
"imageId": "8a2ed21c-590e-4061-8c46-c5cc4c60ade1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png",
"height": 442,
"width": 1011
},
{
"description": null,
"imageId": "d3675eaf-0adb-4512-9366-58e4bdf171b1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png",
"height": 520,
"width": 1463
},
{
"description": "Fig. 17\t Available anchorage types and respective anchorage coefficients for longitudinal reinforcing bars in the CSFM: (a) straight bar; (b) bend; (c) hook; (d) loop; (e) welded transverse bar; (f) perfect bond; (g) continuous bar.",
"imageId": "a4b32213-4a43-4c1d-a3c3-21d42d5dfbad",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b16975dc-aeea-4e7e-bfc7-23a8f8b28c7e/Available%20anchorage%20types%20for%20longitudinal%20rebars.png",
"height": 141,
"width": 1200
},
{
"description": "Fig. 18\t Available anchorage types and respective anchorage coefficients for stirrups. Closed stirrups: (a) hook; (b) bend; (c) overlap. Open stirrups: (d) hook; (e) continuous bar.",
"imageId": "ec5159ea-3a7f-43fa-a807-a217b79d6cc9",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/86ffb525-5912-4a7f-9576-fff17481b7a1/Available%20anchorage%20types%20for%20stirrups.png",
"height": 230,
"width": 1200
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The different verifications required by EN 1992-1-1 are assessed based on the direct results provided by the model. ULS verifications are carried out for concrete strength, reinforcement strength, and anchorage (bond shear stresses).</p>\n<h4>Strength - Concrete</h4>\n<p>The <strong>concrete strength</strong> in compression is evaluated as the ratio between the maximum Equivalent principal stress σ<em><sub>c,eq </sub></em>obtained from FE analysis and the limit value σ<em><sub>c,lim</sub></em> = <em>f</em><em><sub>cd</sub></em>.</p>\n<p><strong>Equivalent Principal Stress expresses the equivalent uni-axial stress for a general tri-axial stress state.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>The σ<em><sub>c,eq</sub></em> value can, therefore, be directly compared with uniaxial strength limits according to 1992-1-1 Cl. 3.1.7 (1).</p>\n<p>This expression is derived from the implementation of the Mohr-Coulomb plasticity theory, conservatively assuming the angle of internal friction <em>φ = 0°.</em></p>\n<h4>Strength - Reinforcement</h4>\n<p>The <strong>strength of the reinforcement</strong> is evaluated in both tension and compression as the ratio between the stress in the reinforcement at the cracks σ<em><sub>sr</sub></em> and the specified limit value σ<em><sub>s,lim</sub></em>:</p>\n<p>\\(σ_{s,lim} = \\frac{k \\cdot f_{yk}}{γ_s}\\qquad\\qquad\\textsf{\\small{for bilinear diagram with inclined top branch}}\\)</p>\n<p>\\(σ_{s,lim} = \\frac{f_{yk}}{γ_s}\\qquad\\qquad\\,\\,\\,\\,\\textsf{\\small{for bilinear diagram with horizontal top branch}}\\)</p>\n<p>where:</p>\n<p><em>f</em><em><sub>yk</sub></em> is the yield strength of the reinforcement according to EN 1992-1-1 Cl. 3.2.3,</p>\n<p><em>k</em> is the ratio of tensile strength <em>f</em><em><sub>tk</sub></em> to the yield stress, <br>\n \\(k = \\frac{f_{tk}}{f_{yk}}\\)</p>\n<p><em>γ</em><em><sub>s </sub></em><sub> </sub>is the partial safety factor for reinforcement.</p>\n<h4>Strength - Anchors</h4>\n<p>Anchors are checked for normal stresses in a similar way to reinforcement, where the limit value <em>σ</em><em><sub>s,lim</sub></em> is determined.</p>\n<p>In addition, the <em>N</em><em><sub>Ed</sub></em> and <em>V</em><em><sub>Ed</sub></em> values are specified for anchors, which are checked against <em>N</em><em><sub>Rd,s</sub></em> and <em>V</em><em><sub>Rd,s</sub></em> according to the selected code. The code is chosen depending on the type of anchor used in Project settings.</p>\n<figure data-asset-id=\"3330b2c1-f91f-4b71-bac4-76ce7c775686\" data-image-id=\"3330b2c1-f91f-4b71-bac4-76ce7c775686\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/230a0c76-3c87-40ae-9f83-26d6635e85dc/Project%20settings%20-%20code%20select.png\" data-asset-id=\"3330b2c1-f91f-4b71-bac4-76ce7c775686\" data-image-id=\"3330b2c1-f91f-4b71-bac4-76ce7c775686\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 33\\qquad EN 1992-1-1 Figure 8.2 - Anchor check - Design code selection}}}\\]</em></p>\n<p>Since different approaches are chosen for checking anchors in different standards, the user can choose the following standards for individual anchor types:</p>\n<ul>\n <li>Anchors made of bolt material - EN 1992-4, EN 1993-1-8</li>\n <li>Headed studs subjected to axial force - EN 1992-4</li>\n <li>Headed studs subjected to shear force - EN 1992-4, EN 1994-1-1</li>\n <li>Anchors made of reinforcement - EN 1992-4</li>\n</ul>\n<p><br></p>\n<p><strong>Tension check according to EN 1992-4 - 7.2.1.3</strong></p>\n<p>\\[N_{Rd,s} = \\frac{c \\cdot A_s \\cdot f_{uk}}{\\gamma_{Ms}}\\]</p>\n<p>where:</p>\n<ul>\n <li><em>c</em> – reduction for cut threads </li>\n <li><em>f</em><em><sub>uk</sub></em> – minimum tensile strength of the bolt</li>\n <li><em>A</em><em><sub>s</sub></em> – anchor bolt tensile stress area (reduced by the thread in the case of bolt material)</li>\n <li><em>γ</em><em><sub>Ms</sub></em> = partial safety factor for steel</li>\n</ul>\n<p>\\[\\gamma_{Ms} = 1.2 \\cdot \\frac{f_{uk}}{f_{yk}} \\ge 1.4\\]</p>\n<p>where: </p>\n<ul>\n <li><em>f</em><em><sub>yk</sub></em> – minimum yield strength of the bolt</li>\n</ul>\n<p><br></p>\n<p><strong>Tension check according to EN 1993-1-8 - 3.6.1</strong></p>\n<p>\\[N_{Rd,s} = F_{t.Rd} = \\frac{c \\cdot k_2 \\cdot f_{ub} \\cdot A_s}{\\gamma_{M2}}\\]</p>\n<p>where:</p>\n<ul>\n <li><em>c</em> – decrease in tensile resistance of bolts with cut thread according to EN 1993-1-8 – Cl. 3.6.1. (3) </li>\n <li><em>k</em><em><sub>2</sub></em> = 0.9 – factor for non-countersunk anchors </li>\n <li><em>f</em><em><sub>ub</sub></em> – anchor bolt ultimate tensile strength </li>\n <li><em>A</em><em><sub>s</sub></em> – anchor bolt tensile stress area (reduced by the thread in the case of bolt material)</li>\n <li><em>γ</em><em><sub>M2</sub></em> =1.25 – partial safety factor for bolts (EN 1993-1-8, Table 2.1) </li>\n</ul>\n<p><br></p>\n<p><strong>Shear check according to EN 1992-4 - 7.2.2.3</strong></p>\n<p>For stand-off = direct, <strong>the shear without lever arm</strong> is assumed (EN 1992-4 – Cl. 7.2.2.3.1):</p>\n<p>\\[V_{Rd,s} = \\frac{k_6 \\cdot A_s \\cdot f_{uk}}{\\gamma_{Ms}}\\]</p>\n<p>For stand-off = mortar joint, <strong>the shear with lever arm</strong> is assumed (EN 1992-4 – Cl. 7.2.2.3.2):</p>\n<p>\\[V_{Rd,s} = \\frac{\\alpha_M \\cdot M_{Rk,s}}{\\gamma_{Ms} \\cdot l_a}\\]</p>\n<p>where:</p>\n<ul>\n <li><em>k</em><em><sub>6</sub></em> = 0.6 for anchors with fuk ≤ 500 MPa; <em>k</em><em><sub>6</sub></em> = 0.5 otherwise</li>\n <li><em>A</em><em><sub>s</sub></em> – shear area of anchor reduced by threads</li>\n <li><em>f</em><em><sub>uk</sub></em> – anchor bolt ultimate strength</li>\n <li><em>α</em><em><sub>M</sub></em> = 2 – full restraint is assumed (EN 1992-4 – Cl. 6.2.2.3)</li>\n <li>\\(M_{Rk,s} = M^{0}_{Rk,s} \\left(1 - \\frac{N_{Ed}}{N_{Rd,s}} \\right)\\) – characteristic bending resistance of the anchor decreased by the tensile force in the anchor</li>\n <li><sub> </sub>\\(M^{0}_{Rk,s} = 1.2 \\cdot W_{el} \\cdot f_{ub}\\) – characteristic bending resistance of the anchor (ETAG 001, Annex C – Equation (5.5b))</li>\n <li>\\(W_{el} = \\frac{\\pi d^{3}}{32}\\) – section modulus of the anchor</li>\n <li><em>d</em> – anchor bolt diameter; if the shear plane in a thread is selected (which always is for threaded rod), the diameter reduced by threads is used; otherwise, nominal diameter, <em>d</em><em><sub>nom</sub></em>, is used</li>\n <li><em>N</em><em><sub>Ed</sub></em> – tensile force in the anchor</li>\n <li><em>N</em><em><sub>Rd,s</sub></em> – tensile resistance of the anchor</li>\n <li>\\(l_{a} = 0.5\\, d_{\\mathrm{nom}} + t_{\\mathrm{mortar}} + 0.5\\, t_{\\mathrm{bp}}\\) – lever arm</li>\n <li><em>t</em><em><sub>mortar</sub></em> – thickness of mortar (grout)</li>\n <li><em>t</em><em><sub>bp</sub></em> – thickness of the base plate</li>\n <li>\\(\\gamma_{Ms} = 1.0 \\cdot \\frac{f_{uk}}{f_{yk}} \\ge 1.25\\) for \\(f_{uk} \\le 800 \\text{ MPa}\\) and \\(\\frac{f_{yk}}{f_{uk}} \\le 0.8\\); <em>γ</em><em><sub>Ms</sub></em><sub> </sub>= 1.5 otherwise – partial safety factor for steel failure (EN 1992-4 – Table 4.1)</li>\n</ul>\n<p><br></p>\n<p><strong>Shear check according to EN 1993-1-8 - 6.2.2</strong></p>\n<p>Anchor shear steel resistance is determined according to EN 1993-1-8 – 6.2.2 (7) <strong>regardless of direct or mortar joint stand-off</strong>. The grout strength and thickness should be according to Cl. 6.2.5 (7).</p>\n<p>\\[V_{Rd,s} = F_{v,b,Rd} = \\min \\left\\{ F_{1v,b,Rd} ,\\, F_{2v,b,Rd} \\right\\}\\]</p>\n<p>where:</p>\n<p>\\[F_{1v,b,Rd} = \\frac{\\alpha_v \\cdot f_{ub} \\cdot A}{\\gamma_{M2}}\\]</p>\n<ul>\n <li><em>α</em><em><sub>v</sub></em> = 0.6 for grades 4.6, 5.6, 8.8, and 0.5 for grades 4.8, 5.8, 6.8, 10.9</li>\n <li><em>f</em><em><sub>ub</sub></em> – ultimate tensile strength of the bolt material</li>\n <li><em>A</em> – tensile stress area of the bolt, <em>A</em> = <em>A</em><em><sub>s,</sub></em> where <em>As</em> is the tensile stress area of the bolt (reduced by the thread)</li>\n <li><em>γ</em><em><sub>M2</sub></em> – safety factor - EN 1993-1-8 – Table 2.1</li>\n</ul>\n<p>\\[F_{2v,b,Rd} = \\frac{\\alpha_b \\cdot f_{ub} \\cdot A_s}{\\gamma_{M2}}\\]</p>\n<ul>\n <li> \\(\\alpha_b = 0.44 - 0.0003\\, f_{yb}\\)</li>\n <li><em>α</em><em><sub>b</sub></em> is a coefficient depending on the yield strength of the anchor bolt</li>\n <li><em>f</em><em><sub>yb</sub></em> – anchor yield strength; 235 MPa ≤fyb≤ 640 MPa</li>\n <li><em>f</em><em><sub>ub</sub></em> – anchor tensile strength </li>\n <li><em>A</em><em><sub>s</sub></em> – tensile stress area (reduced by the thread)</li>\n</ul>\n<p><br></p>\n<p><strong>Shear check according to EN 1994-1-1 - 6.6.3.1</strong></p>\n<p>\\[V_{Rd,s} = P_{Rd} = \\frac{0.8 \\, f_u \\, \\pi \\, d^2}{4 \\, \\gamma_v}\\]</p>\n<p>where:</p>\n<ul>\n <li><em>γ</em><em><sub>v</sub></em> is the partial factor for shear connection per EN 1994-1-1 chap. 2.4.1.2. The recommended value for <em>γ</em><em><sub>v</sub></em> is 1.25</li>\n <li><em>d</em> is the diameter of the shank of the stud, 16 mm ≤ d ≤ 25 mm;</li>\n <li><em>f</em><em><sub>u</sub></em> is the specified ultimate tensile strength of the material of the stud, but not greater than 500 MPa.</li>\n</ul>\n<p>In EN 1994-1-1, clause 6.6.3.1 also provides Equation (6.19), which limits the shear resistance of a stud by the punching (bearing) capacity of the concrete. In IDEA StatiCa Detail, this failure mode is not checked by a separate code formula in the post-processing. Instead, it is built directly into the nonlinear finite element analysis as a stop criterion: the analysis is terminated before the shear force in an anchor reaches the corresponding <em>P</em><em><sub>Rd</sub></em><br>\nfrom Equation (6.19). This approach is used because Equation (6.19) is valid only for headed studs welded to the steel plate and for stud diameters in the range 16 mm ≤ d ≤ 25 mm, as specified in 6.6.3.1.</p>\n<p>To cover a wider range of practical cases, we created a series of 3D reference models in Abaqus with anchor diameters from 8 mm to 50 mm and concrete strengths from C16/20 to C50/60. The studs were modeled either welded rigidly to the base plate or connected by a pinned (hinged) joint. The material models and contact parameters in Detail were then calibrated against these Abaqus simulations, which were themselves verified against Equation (6.19) within its validity range. This stop criterion is valid for all anchor types and all EN codes.</p>\n<p><br></p>\n<p><strong>Interaction of tension and shear in anchor steel</strong></p>\n<p>The interaction of tension and shear per EN 1993-1-8 is implicitly included in the anchor shear check.</p>\n<p>The interaction of tension and shear per EN 1992-4 is determined separately for steel and concrete failure modes according to Table 7.3. Interaction in steel is checked according to Equation (7.54) or (7.57). The interaction in steel is checked for each anchor separately.</p>\n<p>Two approaches based on load conditions are applied for anchoring with supplementary reinforcement.</p>\n<ul>\n <li>For anchors subjected to <strong>tensile and shear forces</strong>, the interaction is calculated as</li>\n</ul>\n<p>\\[\\left( \\frac{N_{Ed}}{N_{Rd,s}} \\right)^{2}+\\left( \\frac{V_{Ed}}{V_{Rd,s}} \\right)^{2}\\le 1\\]</p>\n<p><br></p>\n<p>EN 1994-1-1 states in Article 6.6.3.2 that if the anchor tensile force is greater than <em>0.1P</em><em><sub>Rd</sub></em>, the check is not covered by this standard. In such a case, the interaction is assessed in accordance with EN 1992-4 in the application. In such a case, the shear check should not be considered according to EN 1994-1-1.</p>\n<p><br></p>\n<p><strong>Pull-out check for headed anchors (Washer plates and Headed studs)</strong></p>\n<p>For headed anchors, an additional stop criterion is implemented to check the concrete bearing (crushing) above the anchor head - pull-out. During the analysis, the compressive force transferred through the head-to-concrete contact is monitored and compared with the limit value given by EN 1992-4, Clause 7.2.1.5 (pull-out failure of headed fastenings).</p>\n<p>\\[N_{Rd,p} = k_2 \\cdot A_h \\cdot f_{ck} / \\gamma_{Mp}\\]</p>\n<p>where:</p>\n<ul>\n <li><em>A</em><em><sub>h</sub></em> is the load bearing area of the head of the fastener (without the shank area). </li>\n <li><em>f</em><em><sub>ck</sub></em> is the characteristic compressive strength of concrete - EN 1992-1-1 Cl. 3.1.2</li>\n <li><em>γ</em><em><sub>Mp</sub></em> is taken in the application as <em>γ</em><em><sub>Mp</sub></em> = <em>γ</em><em><sub>c</sub></em> with the default value of 1.5</li>\n <li> <em>k</em><em><sub>2</sub></em> is always taken as 7.5, i.e. the value for cracked concrete. This is consistent with the CSFM approach used in Detail, where the tensile strength of concrete is neglected and the concrete is assumed to be cracked in tension. </li>\n</ul>\n<p>Once the contact force reaches this code-based limit, the stop criterion is triggered and the analysis is terminated before the design pull-out resistance is exceeded.</p>\n<p><br></p>\n<h4>Anchorage - Bond stress</h4>\n<p>The <strong>bond shear stress</strong> is evaluated independently as the ratio between the bond stress τ<em><sub>b</sub></em> calculated by FE analysis and the ultimate bond strength <em>f</em><em><sub>bd</sub></em><sub>,</sub> according to EN 1992-1-1 chap. 8.4.2:</p>\n<p>\\[\\frac{τ_{b}}{f_{bd}}\\le 1\\]</p>\n<p>\\[f_{bd} = 2.25 \\cdot η_1\\cdot η_2\\cdot f_{ctd}\\]</p>\n<p>where:</p>\n<ul>\n <li><em>f</em><em><sub>ctd</sub></em><sub> </sub> is the design value of concrete tensile strength according to EN 1992-1-1 Cl. 3.1.6 (2). Due to the increasing brittleness of higher-strength concrete, <em>f</em><em><sub>ctk,0.05</sub></em><sub> </sub>is limited to the value for C60/75 according to EN 1992-1-1 Cl. 8.4.2 (2)</li>\n <li>η<sub>1</sub> is a coefficient related to the quality of the bond condition and the position of the bar during concreting (Fig. 34).</li>\n <li>η<sub>1</sub> = 1.0 when ‘good’ conditions are obtained and</li>\n <li>η<sub>1</sub> = 0.7 for all other cases and for bars in structural elements built with slip-forms, unless it can be shown that ‘good’ bond conditions exist</li>\n <li>η<sub>2</sub> is related to the bar diameter:<br>\nη<sub>2</sub> = 1.0 for Ø ≤ 32 mm<br>\nη<sub>2</sub> = (132 - Ø)/100 for Ø > 32 mm</li>\n</ul>\n<figure data-asset-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" data-image-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aa307dc-3cd6-4d42-8dd8-d0ff97994677/Bond%20conditions.PNG\" data-asset-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" data-image-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" alt=\"Fig. 33\tDescription of bond conditions.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 34\\qquad EN 1992-1-1 Figure 8.2 - Description of bond conditions.}}}\\]</em></p>\n<p>In IDEA StatiCa Detail, the bond conditions are taken into account according to Fig. 34 c) and d). The direction of concreting can be set in the application for each project item as follows:</p>\n<figure data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png\" data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 35\\qquad Direction of concreting}}}\\]</em></p>\n<p>These verifications are carried out with respect to the appropriate limit values for the respective parts of the structure (i.e., in spite of having a single grade both for concrete and reinforcement material, the final stress-strain diagrams will differ in each part of the structure due to tension stiffening and compression softening effects).</p>\n<h4>Anchorage - Total force</h4>\n<p><strong>Total force </strong><em><strong>F</strong></em><em><strong><sub>tot</sub></strong></em><strong> and Limit force </strong><em><strong>F</strong></em><em><strong><sub>lim</sub></strong></em></p>\n<p>The total force <em><strong>F</strong></em><em><strong><sub>tot</sub></strong></em> is a result of the finite element analysis and can be defined in two ways.</p>\n<p>\\[F_{tot}=A_{s}\\cdot \\sigma_{s}\\]</p>\n<p>where <em>A</em><em><sub>s</sub></em> is the area of the reinforcement bar and <em>σ</em><em><sub>s</sub></em> is the stress in the bar.</p>\n<p>Or as a sum of the anchorage force <em>F</em><em><sub>a </sub></em>and the bond force <em>F</em><em><sub>bond</sub></em><em>.</em></p>\n<p>\\[F_{tot}=F_{a}+F_{bond}\\]</p>\n<p>where <em>F</em><em><sub>a</sub></em> is the actual force in the anchorage spring and <em>F</em><em><sub>bond</sub></em> is the bond force that can be obtained by integrating the bond stress <em>τ</em><em><sub>b</sub></em> along the length of reinforcement bar <em>l.</em></p>\n<p>\\[F_{bond}=C_{s} \\cdot \\int_{0}^{l}\\tau_{b}\\left( x \\right)dx\\]</p>\n<p>C<sub>s</sub> is the circumference of the reinforcement bar.</p>\n<p>The limit force <em><strong>F</strong></em><em><strong><sub>lim</sub></strong></em> is the maximum force in the element of the rebar considering the <strong>ultimate strength</strong> of the rebar and also <strong>anchoring conditions </strong>(bond between concrete and reinforcement and anchorage hooks, loops, etc.).</p>\n<p>\\[F_{lim}=min\\left( F_{lim,bond}+F_{au},F_{u} \\right)\\]</p>\n<p>\\[F_{u}=k\\cdot f_{yd}\\cdot A_{s}\\]</p>\n<p>\\[F_{au}=\\beta\\cdot k\\cdot f_{yd}\\cdot A_{s}\\]</p>\n<p>\\[F_{lim,bond}=C_{s}\\cdot l \\cdot f_{bd}\\]</p>\n<p>where C<sub>s</sub> is the circumference of the reinforcement bar, and <em>l</em> is the length from the beginning of the rebar to the point of interest.</p>\n<figure data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png\" data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 36\\qquad Definition of the limit force Flim}}}\\]</em></p>\n<p><br></p>\n<p>\\[F_{lim,2}=F_{lim,1}+F_{lim,add}\\]</p>\n<p>where <em>F</em><em><sub>lim,add</sub></em> is the additional force calculated from the magnitude of the angle between neighboring elements. <em>F</em><em><sub>lim,2</sub></em> must always be lower than <em>F</em><em><sub>u</sub></em>.</p>\n<h4>Anchorage types at the end of Reinforcement (Anchors and Rebars)</h4>\n<p>The available <strong>anchorage types</strong> in 3D CSFM include a straight bar (i.e., no anchor end reduction), bend, hook, loop, welded transverse bar, perfect bond, and continuous bar. All these types, along with the respective anchorage coefficients β, are shown in Fig. 36 for longitudinal reinforcement and in Fig. 37 for stirrups. The values of the adopted anchorage coefficients are in accordance with EN 1992-1-1 section 8.4.4 Tab. 8.2. It should be noted that in spite of the different available options, 3D CSFM distinguishes three types of anchorage ends: (i) no reduction in the anchorage length, (ii) a reduction of 30% of the anchorage length in the case of a normalized anchorage, and (iii) perfect bond.</p>\n<figure data-asset-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" data-image-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b16975dc-aeea-4e7e-bfc7-23a8f8b28c7e/Available%20anchorage%20types%20for%20longitudinal%20rebars.png\" data-asset-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" data-image-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" alt=\"Fig. 17\t Available anchorage types and respective anchorage coefficients for longitudinal reinforcing bars in the CSFM: (a) straight bar; (b) bend; (c) hook; (d) loop; (e) welded transverse bar; (f) perfect bond; (g) continuous bar.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 37\\qquad Available anchorage types and respective anchorage coefficients for longitudinal reinforcing bars in the 3D CSFM:}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{(a) straight bar; (b) bend; (c) hook; (d) loop; (e) welded transverse bar; (f) perfect bond; (g) continuous bar.}}}\\]</em></p>\n<p><br></p>\n<figure data-asset-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" data-image-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/86ffb525-5912-4a7f-9576-fff17481b7a1/Available%20anchorage%20types%20for%20stirrups.png\" data-asset-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" data-image-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" alt=\"Fig. 18\t Available anchorage types and respective anchorage coefficients for stirrups. Closed stirrups: (a) hook; (b) bend; (c) overlap. Open stirrups: (d) hook; (e) continuous bar.\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 38\\qquad Available anchorage types and respective anchorage coefficients for stirrups.}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Closed stirrups: (a) hook; (b) bend; (c) overlap. Open stirrups: (d) hook; (e) continuous bar.}}}\\]</em></p>\n<p>In order to comply with EN 1992-1-1, the anchorage spring should be used in the calculation, the anchorage spring is modified by the β coefficient so the user must use one of the available anchorage types when defining the reinforcement start and end conditions. </p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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"
},
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "ultimate-limit-state-checks"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"ultimate-limit-state-checks\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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___ultimate_limit_",
"collection": "default",
"id": "0aee5140-9dff-427d-8c79-84d231932d13",
"language": "en-US",
"lastModified": "2025-12-11T12:58:40.2106163Z",
"name": "Theoretical background 3D Detail - Ultimate limit state checks",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Material models in 3D CSFM (ACI)"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-in-3D-CSFM-ACI"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9f39b9ca_50c0_015a_2c43_8759ed607707",
"collection": "default",
"id": "9f39b9ca-50c0-015a-2c43-8759ed607707",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "9f39b9ca-50c0-015a-2c43-8759ed607707",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Material models in 3D CSFM (ACI)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "839fc455-78ea-4fa5-b0a2-d05127192ead",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dade5431-c749-41c4-a9be-e4e5ebb96462/SS%20diagrams%20conc%20-%20ACI.png",
"height": 708,
"width": 965
},
{
"description": null,
"imageId": "2d9c6401-28af-4bfe-bc92-1d6f830f7c93",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77dadff9-85d4-402e-94e5-a3725f908933/Steel%20stress-strain%20diagram%20CSFM%20-%20ACI.png",
"height": 719,
"width": 938
},
{
"description": null,
"imageId": "c9add949-2ad5-4922-8e6c-0d75fb47cb70",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c045fcb6-32c6-4a92-aa15-24530fb11484/Tension%20stiffening%20CSFM%20-%20ACI.png",
"height": 569,
"width": 883
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h3>Concrete - Strength</h3>\n<p>The concrete model implemented for strength calculations in the CSFM is based on the parabolic-plastic stress-strain curve for concrete based on the Portland CementAssociation’s parabolic stress-strain curve described in PCA’s Notes on ACI 318-99 Building Code Requirements for Structural Concrete, Figure 6-8. The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\" data-image-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dade5431-c749-41c4-a9be-e4e5ebb96462/SS%20diagrams%20conc%20-%20ACI.png\" data-asset-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\" data-image-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 39\\qquad The stress-strain diagram of concrete for Strength analysis}}}\\]</em></p>\n<p>The implementation of the CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached it considers a plastic branch with ε<em><sub>c</sub></em><sub>0</sub> in maximum value 5% while ACI 318-19 Cl. 22.2.2.1 assumes ultimate strain less than 0.3%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, the strength is properly predicted when the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em> reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f'_{c,lim}=\\alpha_{1}\\cdot\\phi_{c}\\cdot \\eta _{fc}\\cdot f'_{c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f'_{c}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p><em>α</em><sub>1</sub> is the Reduction factor of concrete compressive strength defined in ACI 318-19 Cl. 22.2.2.4.1. When using a parabola-rectangle stress-strain diagram, it is necessary to reduce the maximum compressive stress by this factor. This averages the stress distribution in the compression zone in such a way that the resulting compressive strength is less than or equal to the compressive strength calculated using a stress-strain diagram with a decreasing plastic branch<em>.</em></p>\n<p><em>Φ</em><em><sub>c </sub></em>is the strength reduction factor for concrete. The default value is set according to ACI 318-19 Table 24.2.1 (b)(f).</p>\n<p><em>f'</em><em><sub>c</sub></em> is the concrete cylinder strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<h3>Reinforcement</h3>\n<p>A perfectly elasto-plastic stress-strain diagram with a defined yield point for the non-prestresses reinforcement is considered. See ACI 319-19 Cl. 20.2.1. The definition of this diagram only requires the basic properties of the reinforcement to be known - strength and modulus of elasticity.</p>\n<p>The reinforcement stress-strain diagram can be also defined by the user, but in this case, it is impossible to assume the tension stiffening effect. </p>\n<figure data-asset-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\" data-image-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77dadff9-85d4-402e-94e5-a3725f908933/Steel%20stress-strain%20diagram%20CSFM%20-%20ACI.png\" data-asset-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\" data-image-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 40 \\qquad Stress-strain diagram of reinforcement}}}\\]</em></p>\n<p>where:</p>\n<p><em>Φ</em><em><sub>s </sub></em>is the strength reduction factor for reinforcement. Where the default value is set according to ACI 318-19 Table 24.2.1.</p>\n<p><em>f</em><em><sub>y</sub></em> is the yield strength of reinforcement</p>\n<p><em>E</em><em><sub>s</sub></em> modulus of elasticity of reinforcement</p>\n<p>10% is selected as the limit strain at which the calculation is stopped. This is considered safe based on ASTM A955/A955M-20c Article 7.</p>\n<p>Tension stiffening (Fig. 41) is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\" data-image-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c045fcb6-32c6-4a92-aa15-24530fb11484/Tension%20stiffening%20CSFM%20-%20ACI.png\" data-asset-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\" data-image-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 41\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
},
"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": "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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_detail___general___verifica",
"detail_theoretical_background",
"reinforcement_template_in_idea_statica_detail",
"n2022_03_16_code_check_of_walls_and_deep_beams"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "IDEA StatiCa Detail – Structural design of concrete discontinuities"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Structural design of concrete members in IDEA StatiCa Detail.png",
"description": null,
"type": "image/png",
"size": 163091,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7885cdc1-8e4a-4744-834e-72ea84ebbaf4/Structural%20design%20of%20concrete%20members%20in%20IDEA%20StatiCa%20Detail.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": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"dd5c0a73_c7f6_01d0_a41f_f49bb5ffb947",
"theoretical_background_detail___general",
"n89b745d5_92d1_0144_c339_09a2d586407e",
"theoretical_background_detail___main_assumptions_a",
"n82977474_109b_010e_9192_c89b1989d070",
"theoretical_background_detail___general___reinforc",
"n8f65ed14_715b_0126_0a38_3eb40e5e3816",
"theoretical_background_detail___general___finite_e",
"n6434e25a_ef8e_0130_56f5_ecb931a9a002",
"theoretical_background_detail___supports_and_load_",
"f24ec804_736a_01ff_7457_a03deca932cb",
"theoretical_background_detail___load_transfer_at_t",
"f358b474_c946_0142_8871_3e7f88f73212",
"theoretical_background_detail___geometric_modifica",
"c2f22b4c_6951_01e1_9c0d_fa992ee372d5",
"theoretical_background_detail___finite_element_typ",
"n25038bc8_4783_0108_643c_159dc2de3973",
"theoretical_background_detail___meshing",
"n26862adb_98c4_0157_4b56_ce223141f487",
"theoretical_background_detail___solution_method_an",
"n6522651f_ce45_011a_1609_9229f649519b",
"theoretical_background_detail___presentation_of_re",
"ca18e028_bbea_0141_3aaf_0426d3d90f71",
"theoretical_background_detail___general___verifica",
"n6196db0f_c84f_0172_5780_ff991881634d",
"theoretical_background_detail___verification_accor",
"a89e48b8_dc69_01e9_0225_e67e1002a3eb",
"theoretical_background_detail___material_models__e",
"n16448e9f_3b97_01d7_8bcb_d10c501f4fe4",
"theoretical_background_detail___safety_factors",
"n8f95c03f_046c_01d7_3298_0b0bf00905fd",
"theoretical_background_detail___ultimate_limit_sta",
"f4e5df8b_4a56_01f4_bc6d_94a0519ab1a0",
"theoretical_background_detail___partially_loaded_a",
"n6d893327_7af2_0116_cc53_17d9c523d187",
"theoretical_background_detail___serviceability_lim"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "General introduction"
},
"id": {
"name": "ID",
"type": "text",
"value": "general-introduction"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "dd5c0a73_c7f6_01d0_a41f_f49bb5ffb947",
"collection": "default",
"id": "dd5c0a73-c7f6-01d0-a41f-f49bb5ffb947",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "dd5c0a73-c7f6-01d0-a41f-f49bb5ffb947",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Main assumptions and limitations"
},
"id": {
"name": "ID",
"type": "text",
"value": "main-assumptions-and-limitations"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n89b745d5_92d1_0144_c339_09a2d586407e",
"collection": "default",
"id": "89b745d5-92d1-0144-c339-09a2d586407e",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "89b745d5-92d1-0144-c339-09a2d586407e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Reinforcement structural design"
},
"id": {
"name": "ID",
"type": "text",
"value": "reinforcement-structural-design"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n82977474_109b_010e_9192_c89b1989d070",
"collection": "default",
"id": "82977474-109b-010e-9192-c89b1989d070",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "82977474-109b-010e-9192-c89b1989d070",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Finite element implementation in IDEA StatiCa Detail"
},
"id": {
"name": "ID",
"type": "text",
"value": "finite-element-implementation-idea-statica-detail"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8f65ed14_715b_0126_0a38_3eb40e5e3816",
"collection": "default",
"id": "8f65ed14-715b-0126-0a38-3eb40e5e3816",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "8f65ed14-715b-0126-0a38-3eb40e5e3816",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Supports and load transmitting components"
},
"id": {
"name": "ID",
"type": "text",
"value": "supports-and-load-transmitting-components"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6434e25a_ef8e_0130_56f5_ecb931a9a002",
"collection": "default",
"id": "6434e25a-ef8e-0130-56f5-ecb931a9a002",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "6434e25a-ef8e-0130-56f5-ecb931a9a002",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Load transfer at trimmed ends of beams"
},
"id": {
"name": "ID",
"type": "text",
"value": "load-transfer-at-trimmed-ends-of-beams"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f24ec804_736a_01ff_7457_a03deca932cb",
"collection": "default",
"id": "f24ec804-736a-01ff-7457-a03deca932cb",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "f24ec804-736a-01ff-7457-a03deca932cb",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Geometric modification of cross-sections"
},
"id": {
"name": "ID",
"type": "text",
"value": "geometric-modification-of-cross-sections"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f358b474_c946_0142_8871_3e7f88f73212",
"collection": "default",
"id": "f358b474-c946-0142-8871-3e7f88f73212",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "f358b474-c946-0142-8871-3e7f88f73212",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Finite element types"
},
"id": {
"name": "ID",
"type": "text",
"value": "finite-element-types"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c2f22b4c_6951_01e1_9c0d_fa992ee372d5",
"collection": "default",
"id": "c2f22b4c-6951-01e1-9c0d-fa992ee372d5",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "c2f22b4c-6951-01e1-9c0d-fa992ee372d5",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Meshing"
},
"id": {
"name": "ID",
"type": "text",
"value": "meshing"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n25038bc8_4783_0108_643c_159dc2de3973",
"collection": "default",
"id": "25038bc8-4783-0108-643c-159dc2de3973",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "25038bc8-4783-0108-643c-159dc2de3973",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Solution method and load control algorithm"
},
"id": {
"name": "ID",
"type": "text",
"value": "solution-method-and-load-control-algorithm"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n26862adb_98c4_0157_4b56_ce223141f487",
"collection": "default",
"id": "26862adb-98c4-0157-4b56-ce223141f487",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "26862adb-98c4-0157-4b56-ce223141f487",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Presentation of results"
},
"id": {
"name": "ID",
"type": "text",
"value": "presentation-of-results"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6522651f_ce45_011a_1609_9229f649519b",
"collection": "default",
"id": "6522651f-ce45-011a-1609-9229f649519b",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "6522651f-ce45-011a-1609-9229f649519b",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Structural element verification in IDEA StatiCa Detail"
},
"id": {
"name": "ID",
"type": "text",
"value": "structural-element-verification-idea-statiCa-detail"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ca18e028_bbea_0141_3aaf_0426d3d90f71",
"collection": "default",
"id": "ca18e028-bbea-0141-3aaf-0426d3d90f71",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "ca18e028-bbea-0141-3aaf-0426d3d90f71",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Verification of the structural concrete elements"
},
"id": {
"name": "ID",
"type": "text",
"value": "verification-of-the-structural-concrete-elements"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6196db0f_c84f_0172_5780_ff991881634d",
"collection": "default",
"id": "6196db0f-c84f-0172-5780-ff991881634d",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "6196db0f-c84f-0172-5780-ff991881634d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Material models"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "a89e48b8_dc69_01e9_0225_e67e1002a3eb",
"collection": "default",
"id": "a89e48b8-dc69-01e9-0225-e67e1002a3eb",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "a89e48b8-dc69-01e9-0225-e67e1002a3eb",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Safety factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "safety-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n16448e9f_3b97_01d7_8bcb_d10c501f4fe4",
"collection": "default",
"id": "16448e9f-3b97-01d7-8bcb-d10c501f4fe4",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "16448e9f-3b97-01d7-8bcb-d10c501f4fe4",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Ultimate limit state analysis"
},
"id": {
"name": "ID",
"type": "text",
"value": "ultimate-limit-state-analysis"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8f95c03f_046c_01d7_3298_0b0bf00905fd",
"collection": "default",
"id": "8f95c03f-046c-01d7-3298-0b0bf00905fd",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "8f95c03f-046c-01d7-3298-0b0bf00905fd",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Partially loaded areas (PLA)"
},
"id": {
"name": "ID",
"type": "text",
"value": "partially-loaded-areas"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f4e5df8b_4a56_01f4_bc6d_94a0519ab1a0",
"collection": "default",
"id": "f4e5df8b-4a56-01f4-bc6d-94a0519ab1a0",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "f4e5df8b-4a56-01f4-bc6d-94a0519ab1a0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Serviceability limit state analysis"
},
"id": {
"name": "ID",
"type": "text",
"value": "serviceability-limit-state-analysis"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6d893327_7af2_0116_cc53_17d9c523d187",
"collection": "default",
"id": "6d893327-7af2-0116-cc53-17d9c523d187",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "6d893327-7af2-0116-cc53-17d9c523d187",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The theoretical background is based on COMPATIBLE STRESS FIELD DESIGN OF STRUCTURAL CONCRETE<br>\n(Kaufmann et al., 2020)</p>\n<h2>Structural design of concrete discontinuities in IDEA StatiCa Detail</h2>\n<p><a href=\"#general-introduction\">General introduction for the structural design of concrete details</a><br>\n<a href=\"#main-assumptions-and-limitations\">Main assumptions and limitations</a><br>\n<a href=\"#reinforcement-structural-design\">Reinforcement structural design</a><br>\n<a href=\"#finite-element-implementation-idea-statica-detail\">Finite element implementation in IDEA StatiCa Detail</a><br>\n - <a href=\"#supports-and-load-transmitting-components\">Supports and load transmitting components</a><br>\n - <a href=\"#load-transfer-at-trimmed-ends-of-beams\">Load transfer at trimmed ends of beams</a><br>\n - <a href=\"#geometric-modification-of-cross-sections\">Geometric modification of cross-sections</a><br>\n - <a href=\"#finite-element-types\">Finite element types</a><br>\n - <a href=\"#meshing\">Meshing</a><br>\n - <a href=\"#solution-method-and-load-control-algorithm\">Solution method and load-control algorithm</a><br>\n - <a href=\"#presentation-of-results\">Presentation of results</a><br>\n<a href=\"#structural-element-verification-idea-statiCa-detail\">Structural element verification in IDEA StatiCa Detail</a><br>\n<a href=\"#verification-of-the-structural-concrete-elements\">Verification of the structural concrete elements (EN)</a><br>\n - <a href=\"#material-models\">Material models</a><br>\n - <a href=\"#safety-factors\">Safety factors</a><br>\n - <a href=\"#ultimate-limit-state-analysis\">Ultimate limit state analysis</a><br>\n - <a href=\"#partially-loaded-areas\">Partially loaded areas (PLA)<br>\n</a> - <a href=\"#serviceability-limit-state-analysis\">Serviceability limit state analysis</a><br>\n</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dd5c0a73_c7f6_01d0_a41f_f49bb5ffb947\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n89b745d5_92d1_0144_c339_09a2d586407e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___main_assumptions_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n82977474_109b_010e_9192_c89b1989d070\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___reinforc\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f65ed14_715b_0126_0a38_3eb40e5e3816\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___finite_e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6434e25a_ef8e_0130_56f5_ecb931a9a002\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___supports_and_load_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f24ec804_736a_01ff_7457_a03deca932cb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___load_transfer_at_t\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f358b474_c946_0142_8871_3e7f88f73212\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___geometric_modifica\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c2f22b4c_6951_01e1_9c0d_fa992ee372d5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___finite_element_typ\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25038bc8_4783_0108_643c_159dc2de3973\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26862adb_98c4_0157_4b56_ce223141f487\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___solution_method_an\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6522651f_ce45_011a_1609_9229f649519b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___presentation_of_re\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ca18e028_bbea_0141_3aaf_0426d3d90f71\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___general___verifica\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6196db0f_c84f_0172_5780_ff991881634d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___verification_accor\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a89e48b8_dc69_01e9_0225_e67e1002a3eb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models__e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n16448e9f_3b97_01d7_8bcb_d10c501f4fe4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___safety_factors\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f95c03f_046c_01d7_3298_0b0bf00905fd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___ultimate_limit_sta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f4e5df8b_4a56_01f4_bc6d_94a0519ab1a0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___partially_loaded_a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6d893327_7af2_0116_cc53_17d9c523d187\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___serviceability_lim\"></object>\n<p><br></p>\n<h1>References</h1>\n<p>ACI Committee 318. 2009a. <em>Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary</em>. Farmington Hills, MI: American Concrete Institute.</p>\n<p><br></p>\n<p>Alvarez, Manuel. 1998. <em>Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton</em>. IBK Bericht 236. Basel: Institut für Baustatik und Konstruktion, ETH Zurich, Birkhäuser Verlag.</p>\n<p><br></p>\n<p>Beeby, A. W. 1979. “The Prediction of Crack Widths in Hardened Concrete.” <em>The Structural Engineer</em> 57A (1): 9–17.</p>\n<p><br></p>\n<p>Broms, Bengt B. 1965. “Crack Width and Crack Spacing In Reinforced Concrete Members.” <em>ACI Journal Proceedings</em> 62 (10): 1237–56. https://doi.org/10.14359/7742.</p>\n<p><br></p>\n<p>Burns, C.. 2012. “Serviceability Analysis of Reinforced Concrete Members Based on the Tension Chord Model.” IBK Report Nr. 342, Zurich, Switzerland: ETH Zurich.</p>\n<p><br></p>\n<p>Crisfield, M. A. 1997. <em>Non-Linear Finite Element Analysis of Solids and Structures</em>. Wiley.</p>\n<p><br></p>\n<p>European Committee for Standardization (CEN). 2015. <em>1 Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings</em>. Brussels: CEN, 2005.</p>\n<p><br></p>\n<p>Fernández Ruiz, M., and A. Muttoni. 2007. “On Development of Suitable Stress Fields for Structural Concrete.” <em>ACI Structural Journal</em> 104 (4): 495–502.</p>\n<p><br></p>\n<p>Kaufmann, W., J. Mata-Falcón, M. Weber, T. Galkovski, D. Thong Tran, J. Kabelac, M. Konecny, J. Navratil, M. Cihal, and P. Komarkova. 2020. “<em>Compatible Stress Field Design Of Structural Concrete</em>. Berlin, Germany.”AZ Druck und Datentechnik GmbH, ISBN 978-3-906916-95-8.</p>\n<p><br></p>\n<p>Kaufmann, W., and P. Marti. 1998. “Structural Concrete: Cracked Membrane Model.” <em>Journal of Structural Engineering</em> 124 (12): 1467–75. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467).</p>\n<p><br></p>\n<p>Kaufmann, W.. 1998. “Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces.” Doctoral dissertation, Basel: Institut für Baustatik und Konstruktion, ETH Zürich. https://doi.org/10.1007/978-3-0348-7612-4.</p>\n<p><br></p>\n<p>Konečný, M., J. Kabeláč, and J. Navrátil. 2017. <em>Use of Topology Optimization in Concrete Reinforcement Design</em>. 24. Czech Concrete Days (2017). ČBS ČSSI. https://resources.ideastatica.com/Content/06_Detail/Verification/Articles/Topology_optimization_US.pdf.</p>\n<p><br></p>\n<p>Marti, P. 1985. “Truss Models in Detailing.” <em>Concrete International</em> 7 (12): 66–73.</p>\n<p><br></p>\n<p>Marti, P. 2013. <em>Theory of Structures: Fundamentals, Framed Structures, Plates and Shells</em>. First edition. Berlin, Germany: Wiley Ernst & Sohn.</p>\n<p>http://sfx.ethz.ch/sfx_locater?sid=ALEPH:EBI01&genre=book&isbn=9783433029916.</p>\n<p><br></p>\n<p>Marti, P., M.Alvarez, W. Kaufmann, and V. Sigrist. 1998. “Tension Chord Model for Structural Concrete.” <em>Structural Engineering International</em> 8 (4): 287–298.</p>\n<p>https://doi.org/10.2749/101686698780488875.</p>\n<p><br></p>\n<p>Mata-Falcón, J. 2015. “Serviceability and Ultimate Behaviour of Dapped-End Beams (In Spanish: Estudio Del Comportamiento En Servicio y Rotura de Los Apoyos a Media Madera).” PhD thesis, Valencia: Universitat Politècnica de València.</p>\n<p><br></p>\n<p>Meier, H. 1983. “Berücksichtigung Des Wirklichkeitsnahen Werkstoffverhaltens Beim Standsicherheitsnachweis Turmartiger Stahlbetonbauwerke.” Institut für Massivbau, Universität Stuttgart.</p>\n<p><br></p>\n<p>Navrátil, J., P. Ševčík, L. Michalčík, P. Foltyn, and J. Kabeláč. 2017. <em>A Solution for Walls and Details of Concrete Structures</em>. 24. Czech Concrete Days.</p>\n<p><br></p>\n<p>Schlaich, J., K. Schäfer, and M. Jennewein. 1987a. “Toward a Consistent Design of Structural Concrete.” <em>PCI Journal</em> 32 (3): 74–150.</p>\n<p><br></p>\n<p>Vecchio, F.J., and M.P. Collins. 1986. “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear.” <em>ACI Journal</em> 83 (2): 219–31.</p>"
},
"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": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Concrete",
"codename": "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": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Overall check",
"codename": "check"
},
{
"name": "Material settings",
"codename": "material_settings"
},
{
"name": "Corbels/Brackets",
"codename": "corbels_brackets"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Deflections",
"codename": "deflections"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Openings",
"codename": "openings"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "Stress in reinforcement",
"codename": "stress_in_reinforcement"
},
{
"name": "TDA",
"codename": "tda"
},
{
"name": "Topology optimization",
"codename": "topology_optimization"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": [
{
"name": "Theoretical Background 20.pdf",
"description": null,
"type": "application/pdf",
"size": 2206038,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/85605ab6-35d1-4be1-8616-7c8018f20f8f/Theoretical%20Background%2020.pdf",
"renditions": null
}
]
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9970
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": [
{
"name": "Show Navigation",
"codename": "show_navigation"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "theoretical-background-for-idea-statica-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"theoretical-background-for-idea-statica-detail\",\"[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": "IDEA StatiCa Detail – Structural design of concrete discontinuities"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "IDEA StatiCa Detail is concrete design software for the structural design and code-check of concrete discontinuity regions. Concrete members stress analysis & concrete wall 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": ""
},
"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": "<p><br></p>"
},
"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": "detail_theoretical_background",
"collection": "default",
"id": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"language": "fr-FR",
"lastModified": "2023-12-05T09:54:11.096842Z",
"name": "Theoretical background Detail",
"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": 6900
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "material-models-in-3d-csfm-aci"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"material-models-in-3d-csfm-aci\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_detail___material_models_3d",
"collection": "default",
"id": "2c071cd9-fa67-46b6-b498-fa142a880c10",
"language": "en-US",
"lastModified": "2025-12-02T09:17:04.0156567Z",
"name": "Theoretical background Detail - Material models 3D CSFM (ACI)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Strength reduction and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-reduction-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n1d1efe19_0968_013b_6544_5bd3d06f14aa",
"collection": "default",
"id": "1d1efe19-0968-013b-6544-5bd3d06f14aa",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "1d1efe19-0968-013b-6544-5bd3d06f14aa",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Strength reduction factors and load factors"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "1fa1394b-aa7d-4e35-ba1b-74d51ffa7f89",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f5c8c73-4050-4623-9f74-04bee16498f2/Strength%20reduction%20factors%20-%20ACI.png",
"height": 496,
"width": 879
},
{
"description": null,
"imageId": "fe8369c9-e929-4d00-b389-fa2c8d9c0cca",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9f1517-72eb-45bd-9f0c-6c748d7c9146/Load%20factors%20-%20ACI.png",
"height": 339,
"width": 678
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The Compatible Stress Field Method is compliant with modern design codes. As the calculation models only use standard material properties, the partial safety factor format prescribed in the design codes can be applied without any adaptation. In this way, the input loads are factored, and the characteristic material properties are reduced using the respective strength reduction factors, exactly as in conventional concrete analysis.</p>\n<p>Values of <strong>strength reduction factors</strong> are prescribed in ACI 318-19 Cl. 21.2. The default values for concrete and reinforcement are chosen based on the assumption that the typical example solved in the application is shear-controlled (based on Table 21.2.1 (b), (f), (g)). However, it is possible to model any type of element. Therefore, if a compression or tension-controlled element is assessed, the user has the option to change the strength reduction factor value in the Preferences.</p>\n<figure data-asset-id=\"1fa1394b-aa7d-4e35-ba1b-74d51ffa7f89\" data-image-id=\"1fa1394b-aa7d-4e35-ba1b-74d51ffa7f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7f5c8c73-4050-4623-9f74-04bee16498f2/Strength%20reduction%20factors%20-%20ACI.png\" data-asset-id=\"1fa1394b-aa7d-4e35-ba1b-74d51ffa7f89\" data-image-id=\"1fa1394b-aa7d-4e35-ba1b-74d51ffa7f89\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 42\\qquad The setting of strength reduction factors in IDEA StatiCa Detail.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Load factors</strong> for Strength combinations shall be defined according to ACI 318-19 Table 5.3.1.</p>\n<p>Except as stated in Chapter 34, service-level load combinations are not defined in ACI 318-19. It is recommended to use combination rules based on Appendix C of ASCE/SEI 7-16. For all templates, load factors are already predefined.</p>\n<figure data-asset-id=\"fe8369c9-e929-4d00-b389-fa2c8d9c0cca\" data-image-id=\"fe8369c9-e929-4d00-b389-fa2c8d9c0cca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db9f1517-72eb-45bd-9f0c-6c748d7c9146/Load%20factors%20-%20ACI.png\" data-asset-id=\"fe8369c9-e929-4d00-b389-fa2c8d9c0cca\" data-image-id=\"fe8369c9-e929-4d00-b389-fa2c8d9c0cca\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 43\\qquad The setting of load factors in IDEA StatiCa Detail.}}}\\]</em></p>"
},
"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": "Concrete",
"codename": "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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_detail___general___verifica",
"detail_theoretical_background",
"reinforcement_template_in_idea_statica_detail",
"n2022_03_16_code_check_of_walls_and_deep_beams"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 6900
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "strength-reduction-factors-and-load-factors"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"strength-reduction-factors-and-load-factors\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_detail_3d___strength_reduct",
"collection": "default",
"id": "1ebeca87-2e12-4c2b-a42f-2a76bc03410f",
"language": "en-US",
"lastModified": "2025-12-02T09:18:30.8908252Z",
"name": "Theoretical background Detail 3D - Strength reduction and load factors - ACI",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Strength verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b9c02246_d04c_0146_3699_3c2b4bf9c86d",
"collection": "default",
"id": "b9c02246-d04c-0146-3699-3c2b4bf9c86d",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "b9c02246-d04c-0146-3699-3c2b4bf9c86d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Strength verifications in Detail 3D"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "8a2ed21c-590e-4061-8c46-c5cc4c60ade1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png",
"height": 442,
"width": 1011
},
{
"description": null,
"imageId": "d3675eaf-0adb-4512-9366-58e4bdf171b1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png",
"height": 520,
"width": 1463
},
{
"description": null,
"imageId": "85c164c0-d864-4723-8c34-a84a426100b2",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b76bc446-995d-4d16-8ef9-4aa26671edda/Available%20anchorage%20types%20for%20longitudinal%20rebars.png",
"height": 140,
"width": 951
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The different verifications required by ACI 318-19 are assessed based on the direct results provided by the model. Verifications are carried out for concrete strength, reinforcement strength, and anchorage (bond shear stresses).</p>\n<h4>Strength - Concrete</h4>\n<p>The <strong>concrete strength</strong> in compression is evaluated as the ratio between the maximum Equivalent principal stress <em>f</em><em><sub>c,eq</sub></em> (also σ<em><sub>c,eq</sub></em> in previous text) obtained from FE analysis and the limit value <em>f'</em><em><sub>c,lim</sub></em>.</p>\n<p><strong>Equivalent Principal Stress expresses the equivalent uni-axial stress for a general tri-axial stress state.</strong></p>\n<p>\\[f_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>The f<em><sub>c,eq</sub></em> value can, therefore, be directly compared with uniaxial strength limits. This expression is derived from the implementation of the Mohr-Coulomb plasticity theory, conservatively assuming the angle of internal friction <em>φ = 0°.</em></p>\n<h4>Strength - Reinforcement</h4>\n<p>The <strong>strength of the reinforcement</strong> is evaluated in both tension and compression as the ratio between the stress in the reinforcement at the cracks <em>f</em><em><sub>s</sub></em> and the specified limit value <em>f</em><em><sub>y,lim</sub></em>.</p>\n<p>\\[f_{y,lim} = \\phi_{s} \\cdot f_{y}\\]</p>\n<h4>Strength - Anchors</h4>\n<p>Anchors are checked for normal stresses in a similar way to reinforcement, where the limit value <em>f</em><em><sub>y,lim</sub></em> is determined. </p>\n<p>In the current version, the code checks for anchors in shear and shear with tension<strong> </strong>are not available.</p>\n<p><strong>Pull-out check for headed anchors (Washer plates and Headed studs)</strong></p>\n<p>For headed anchors, an additional stop criterion is implemented to check the concrete bearing (crushing) above the anchor head - pull-out. During the analysis, the compressive force transferred through the head-to-concrete contact is monitored and compared with the limit value given by ACI 318-19, Clause 17.6.3.2.2a (pull-out failure of headed fastenings).</p>\n<p>\\[N_{pn} = \\Phi \\cdot \\Psi_{c,p} \\cdot 8 \\cdot A_{brg} \\cdot f'_c\\]<br>\n</p>\n<p>where:</p>\n<ul>\n <li>\\( \\Phi\\) is the strength reduction factor - Table 17.5.3(c)</li>\n <li><em>A</em><em><sub>brg</sub></em> net bearing area of the head of stud, anchor bolt, or headed deformed bar (without the shank area). </li>\n <li><em>f</em><em><sub>c</sub></em><em>'</em> is the specified compressive strength of concrete</li>\n <li>\\(\\Psi_{c,p}\\) is the pullout cracking factor according to 17.6.3.3, and is always taken as 1.0, i.e. the value for cracked concrete. This is consistent with the CSFM approach used in Detail, where the tensile strength of concrete is neglected and the concrete is assumed to be cracked in tension.</li>\n</ul>\n<p>Once the contact force reaches this code-based limit, the stop criterion is triggered and the analysis is terminated before the design pull-out resistance is exceeded. </p>\n<h4>Anchorage - Bond stress</h4>\n<p>The <strong>bond shear stress</strong> is evaluated independently as the ratio between the bond stress τ<em><sub>b</sub></em> calculated by FE analysis and the bond strength <em>f</em><em><sub>bu</sub></em>.</p>\n<p>Although the bond strength is not explicitly defined in ACI 318-19, the calculation of the development length can be found in Section 25.4.2. However, since the bond strength is the basic input for determining the development length, see R25.4.1.1 and ACI Committee 408 1966, the bond strength can be calculated as follows:</p>\n<p>Let us assume that if we anchor the reinforcement bar into a concrete block to the development length <em>l</em><em><sub>d</sub></em> or greater, pulling out the reinforcement will lead to rupture of the reinforcement and not to pulling out of the concrete. This can be written with the following formula.</p>\n<p>\\[\\pi\\cdot d_{b} \\cdot l_{d} \\cdot f_{bu}=f_{y}\\cdot A_{s}\\]</p>\n<p>where:</p>\n<p><em>d</em><em><sub>b</sub></em> is the diameter of the reinforcement bar, <em>l</em><em><sub>d</sub></em> is the development length, <em>f</em><em><sub>bu</sub></em> is the bond strength, <em>f</em><em><sub>y</sub></em> is the yield strength of the reinforcement, and <em>A</em><em><sub>s</sub></em> is the area of the reinforcement rebar.</p>\n<p>From the preceding, the formula for calculating bond strength can be easily derived:</p>\n<p>\\[f_{bu}=\\frac{f_{y}\\cdot A_{s}}{\\pi\\cdot d_{b} \\cdot l_{d} }\\]</p>\n<p>The development length <em>l</em><em><sub>d</sub></em> is then determined according to ACI 318-19 Table 25.4.2.3 as follows:</p>\n<p>\\[l_{d}=\\left( \\frac{f_{y}\\cdot\\psi_{t}\\cdot\\psi_{e}\\cdot\\psi_{g}}{C\\cdot\\lambda\\sqrt{f'_{c}}} \\right)\\cdot d_{b}\\]</p>\n<p>where:</p>\n<p><em>C = 25</em> (2.1 for metric) for no. 6 and smaller bars and deformed wires, <em>C = 20</em> (1.7 for metric) for no. 7 and larger bars, λ = 1.0 for normal weight concrete, <em>ψ</em><em><sub>t</sub></em>, <em>ψ</em><em><sub>e</sub></em><sub>,</sub> <em>ψ</em><em><sub>g</sub></em> are determined according to ACI 318-19 Table 25.4.2.3. </p>\n<p>Only uncoated or zinc-coated (galvanized) reinforcement is supported, so <em>ψ</em><em><sub>e</sub></em><em> = 1.0</em>. <em>ψ</em><em><sub>g</sub></em> is automatically determined from the reinforcement grade, and <em>ψ</em><em><sub>t</sub></em> is automatically derived from the position of the reinforcement in the model and from the direction of concreting that can be set in the application for each project item as follows.</p>\n<figure data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png\" data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 44\\qquad Direction of concreting}}}\\]</em></p>\n<p>These verifications are carried out with respect to the appropriate limit values for the respective parts of the structure (i.e., in spite of having a single grade both for concrete and reinforcement material, the final stress-strain diagrams will differ in each part of the structure due to tension stiffening and compression softening effects).</p>\n<h4>Anchorage - Total force</h4>\n<p><strong>Total force </strong><em><strong>F</strong></em><em><strong><sub>tot</sub></strong></em><strong> and limit force </strong><em><strong>F</strong></em><em><strong><sub>lim</sub></strong></em></p>\n<p>The total force <em><strong>F</strong></em><em><strong><sub>tot</sub></strong></em> is a result of the finite element analysis and can be defined in two ways.</p>\n<p>\\[F_{tot}=A_{s} \\cdot f_{s}\\]</p>\n<p>where <em>A</em><em><sub>s</sub></em> is the area of the reinforcement bar and <em>f</em><em><sub>s</sub></em> is the stress in the bar.</p>\n<p>Or as a sum of the anchorage force <em>F</em><em><sub>a </sub></em>and the bond force <em>F</em><em><sub>bond</sub></em><em>.</em></p>\n<p>\\[F_{tot}=F_{a}+F_{bond}\\]</p>\n<p>where <em>F</em><em><sub>a</sub></em> is the actual force in the anchorage spring and <em>F</em><em><sub>bond</sub></em> is the bond force that can be obtained by integrating the bond stress <em>τ</em><em><sub>b</sub></em> along the length of reinforcement bar <em>l.</em></p>\n<p>\\[F_{bond}=C_{s} \\cdot \\int_{0}^{l}\\tau_{b}\\left( x \\right)dx\\]</p>\n<p>C<sub>s</sub> is the circumference of the reinforcement bar.</p>\n<p>The limit force <em><strong>F</strong></em><em><strong><sub>lim</sub></strong></em> is the maximum force in the element of the rebar considering the <strong>strength</strong> of the rebar and also <strong>anchoring conditions </strong>(bond between concrete and reinforcement and anchorage hooks, loops, etc.).</p>\n<p>\\[F_{lim}=min\\left( F_{lim,bond}+F_{au},F_{u} \\right)\\]</p>\n<p>\\[F_{u}=f_{y,lim}\\cdot A_{s}\\]</p>\n<p>\\[F_{au}=\\beta\\cdot f_{y,lim}\\cdot A_{s}\\]</p>\n<p>\\[F_{lim,bond}=C_{s}\\cdot l \\cdot f_{bu}\\]</p>\n<p>where C<sub>s</sub> is the circumference of the reinforcement bar, and <em>l</em> is the length from the beginning of the rebar to the point of interest.</p>\n<figure data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png\" data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 45\\qquad Definition of the limit force Flim}}}\\]</em></p>\n<p><br></p>\n<p>\\[F_{lim,2}=F_{lim,1}+F_{lim,add}\\]</p>\n<p>where <em>F</em><em><sub>lim,add</sub></em> is the additional force calculated from the magnitude of the angle between neighboring elements. <em>F</em><em><sub>lim,2</sub></em> must be always lower than <em>F</em><em><sub>u</sub></em>.</p>\n<p><br></p>\n<p>The available <strong>anchorage types</strong> in CSFM include a straight bar (i.e., no anchor end reduction), 90-degree hook, 180-degree hook, perfect bond, and continuous bar. All these types, along with the respective anchorage coefficients β, are shown in Fig. 46 for longitudinal reinforcement. The values of the adopted anchorage coefficients are derived from the comparison of the equation from section ACI 318-19 25.4.3.1 and equations taken from section ACI 318-19 25.4.2.3. It should be noted that, in spite of the different available options, CSFM distinguishes three types of anchorage ends: (i) no reduction in the anchorage length, (ii) a reduction of 30% of the anchorage length in the case of a normalized anchorage, and (iii) perfect bond.</p>\n<figure data-asset-id=\"85c164c0-d864-4723-8c34-a84a426100b2\" data-image-id=\"85c164c0-d864-4723-8c34-a84a426100b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b76bc446-995d-4d16-8ef9-4aa26671edda/Available%20anchorage%20types%20for%20longitudinal%20rebars.png\" data-asset-id=\"85c164c0-d864-4723-8c34-a84a426100b2\" data-image-id=\"85c164c0-d864-4723-8c34-a84a426100b2\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 46\\qquad Available anchorage types and respective anchorage coefficients for longitudinal reinforcing bars in CSFM:}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{(a) straight bar; (b) 90-degree hook; (c) 180-degree hook; (d) perfect bond; (e) continuous bar}}}\\]</em></p>\n<p>The anchorage coefficient for stirrups is always - β = 1.0.</p>\n<p>In order to comply with ACI, the anchorage spring should be used in the calculation, the anchorage spring is modified by the β coefficient so the user must use one of the available anchorage types when defining the reinforcement start and end conditions. </p>"
},
"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": "Concrete",
"codename": "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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_detail___general___verifica",
"detail_theoretical_background",
"reinforcement_template_in_idea_statica_detail",
"n2022_03_16_code_check_of_walls_and_deep_beams"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 6900
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "strength-verifications-in-detail-3d"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"strength-verifications\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_detail_3d___strength_analys",
"collection": "default",
"id": "1132a4d0-4269-4b7b-aec5-7681acaa50d8",
"language": "en-US",
"lastModified": "2025-11-24T14:58:43.4580428Z",
"name": "Theoretical background Detail 3D - Strength analysis - ACI",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Material models in 3D CSFM AUS"
},
"id": {
"name": "ID",
"type": "text",
"value": "material-models-in-3D-CSFM-AUS"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9420be53_2547_0180_5def_d6e20b5be7b1",
"collection": "default",
"id": "9420be53-2547-0180-5def-d6e20b5be7b1",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "9420be53-2547-0180-5def-d6e20b5be7b1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Material models in 3D CSFM (AS 3600)"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "52146a6b-a36a-4782-8d86-9f21cc21cb86",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22a6013d-68bc-406c-b92a-f500a9ba191e/SS%20diagrams%20conc%20-%20AUS.png",
"height": 708,
"width": 965
},
{
"description": null,
"imageId": "b5b99d46-a4ed-4625-853e-cdc4c4ede122",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e33b934-9d0f-4ba7-9764-4f31801c752b/Steel%20stress-strain%20diagram%20CSFM%20-%20AUS.png",
"height": 719,
"width": 938
},
{
"description": null,
"imageId": "c9465d3e-05e3-4514-a218-3a96876ed503",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b27b5ab6-24ea-410b-901a-fccbd7e4005f/Tension%20stiffening%20CSFM%20-%20AUS.png",
"height": 569,
"width": 883
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h3>Concrete - Strength</h3>\n<p>The concrete model implemented for strength calculations in CSFM is based on the parabolic-plastic stress-strain curve. The tensile strength is neglected, as it is in classic reinforced concrete design.</p>\n<figure data-asset-id=\"52146a6b-a36a-4782-8d86-9f21cc21cb86\" data-image-id=\"52146a6b-a36a-4782-8d86-9f21cc21cb86\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/22a6013d-68bc-406c-b92a-f500a9ba191e/SS%20diagrams%20conc%20-%20AUS.png\" data-asset-id=\"52146a6b-a36a-4782-8d86-9f21cc21cb86\" data-image-id=\"52146a6b-a36a-4782-8d86-9f21cc21cb86\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 47\\qquad The stress-strain diagram of concrete for Strength analysis}}}\\]</em></p>\n<p>The implementation of CSFM in <em>IDEA StatiCa Detail</em> does not consider an explicit failure criterion in terms of strains for concrete in compression (i.e., after the peak stress is reached, it considers a plastic branch with ε<em><sub>cp</sub></em> in maximum value 5%, while AS 3600 Cl. 8.3.1 assumes ultimate strain of less than 0.3%). This simplification does not allow the deformation capacity of structures failing in compression to be verified. However, the strength is properly predicted when the increase in the brittleness of concrete as its strength rises is considered by means of the <em>\\(\\eta_{fc}\\)</em> reduction factor defined in <em>fib</em> Model Code 2010 as follows:</p>\n<p>\\[f'_{c,lim}=\\alpha_{2}\\cdot\\phi_{s} \\cdot \\eta_{fc}\\cdot f'_{c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{30}}{{{f'_{c}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>where:</p>\n<p><em>α</em><sub>2</sub> is the reduction factor of concrete compressive strength defined in AS 3600 Cl. 8.3.1 <br>\nWhen using a parabola-rectangle stress-strain diagram, it is necessary to reduce the maximum compressive stress by this factor. This averages the stress distribution in the compression zone in such a way that the resulting compressive strength is less than or equal to the compressive strength calculated using a stress-strain diagram with a decreasing plastic branch<em>. </em>An analogous approach is defined for the Rectangular stress block in Chapter 8.1.3.</p>\n<p><em>Φ</em><em><sub>s </sub></em>is the stress reduction factor for concrete. The default value is set according to AS 3600 Table 2.2.3.</p>\n<p><em>f'</em><em><sub>c</sub></em> is the concrete cylinder strength (in MPa for the definition of <em>\\( \\eta_{fc} \\)</em>).</p>\n<h3>Reinforcement</h3>\n<p>A perfectly elasto-plastic stress-strain diagram with a defined yield point for the non-prestresses reinforcement is considered, see AS 3600 Section 3.2. The definition of this diagram only requires the basic properties of the reinforcement to be known – the strength and modulus of elasticity.</p>\n<p>The reinforcement stress-strain diagram can be also defined by the user, but in this case, it is impossible to assume the tension stiffening effect (it is impossible to calculate crack width). </p>\n<figure data-asset-id=\"b5b99d46-a4ed-4625-853e-cdc4c4ede122\" data-image-id=\"b5b99d46-a4ed-4625-853e-cdc4c4ede122\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e33b934-9d0f-4ba7-9764-4f31801c752b/Steel%20stress-strain%20diagram%20CSFM%20-%20AUS.png\" data-asset-id=\"b5b99d46-a4ed-4625-853e-cdc4c4ede122\" data-image-id=\"b5b99d46-a4ed-4625-853e-cdc4c4ede122\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 48 \\qquad Stress-strain diagram of reinforcement}}}\\]</em></p>\n<p>where:</p>\n<p><em>Φ</em><em><sub>s </sub></em>is the strength reduction factor for reinforcement. Where the default value is set according to AS 3600 Table 2.2.3.</p>\n<p><em>f</em><em><sub>y</sub></em> is the yield strength of reinforcement</p>\n<p><em>E</em><em><sub>s</sub></em> modulus of elasticity of reinforcement</p>\n<p>Tension stiffening (Fig. 49) is accounted for automatically by modifying the input stress-strain relationship of the bare reinforcing bar in order to capture the average stiffness of the bars embedded in the concrete (ε<em><sub>m</sub></em>).</p>\n<figure data-asset-id=\"c9465d3e-05e3-4514-a218-3a96876ed503\" data-image-id=\"c9465d3e-05e3-4514-a218-3a96876ed503\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b27b5ab6-24ea-410b-901a-fccbd7e4005f/Tension%20stiffening%20CSFM%20-%20AUS.png\" data-asset-id=\"c9465d3e-05e3-4514-a218-3a96876ed503\" data-image-id=\"c9465d3e-05e3-4514-a218-3a96876ed503\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 49\\qquad Scheme of tension stiffening.}}}\\]</em></p>"
},
"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": "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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_detail___general___verifica",
"detail_theoretical_background",
"reinforcement_template_in_idea_statica_detail",
"n2022_03_16_code_check_of_walls_and_deep_beams"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 6900
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "material-models-in-3d-csfm-as-3600"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"material-models-in-3d-csfm-as-3600\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_detail_3d___material_models",
"collection": "default",
"id": "fac39cf7-561b-4f42-a084-fe9b7eb8be8a",
"language": "en-US",
"lastModified": "2025-11-24T14:59:38.7736644Z",
"name": "Theoretical background Detail 3D - Material models (AS 3600)",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Stress and strength reduction factors and load factors"
},
"id": {
"name": "ID",
"type": "text",
"value": "stress-and-strength-reduction-factors-and-load-factors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n0a6ca427_5a30_01fc_5334_3f6d024f40b9",
"collection": "default",
"id": "0a6ca427-5a30-01fc-5334-3f6d024f40b9",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "0a6ca427-5a30-01fc-5334-3f6d024f40b9",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Stress and strength reduction factors and load factors"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "61735d28-361b-4275-b2d7-9ca00e01ebcf",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1d32796c-ae70-42fb-a3d3-4542e785f5b1/Stress%20reduction%20factors_AUS.png",
"height": 496,
"width": 876
},
{
"description": null,
"imageId": "c986c0fc-2e9a-42e1-95b4-1055d3ae76e2",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/887ee546-c598-41fd-b494-c43ccbc55194/Load%20factors%20AUS.png",
"height": 217,
"width": 609
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The Compatible Stress Field Method is compliant with modern design codes. As the calculation models only use standard material properties, the partial safety factor format prescribed in the design codes can be applied without any adaptation. In this way, the input loads are factored, and the characteristic material properties are reduced using the respective stress reduction factors, exactly as in conventional concrete analysis.</p>\n<p>Values of <strong>stress reduction factors</strong> are prescribed in AUS 3600 Cl. 2.2.3. The default values for concrete and reinforcement are set according to Table 2.2.3</p>\n<figure data-asset-id=\"61735d28-361b-4275-b2d7-9ca00e01ebcf\" data-image-id=\"61735d28-361b-4275-b2d7-9ca00e01ebcf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1d32796c-ae70-42fb-a3d3-4542e785f5b1/Stress%20reduction%20factors_AUS.png\" data-asset-id=\"61735d28-361b-4275-b2d7-9ca00e01ebcf\" data-image-id=\"61735d28-361b-4275-b2d7-9ca00e01ebcf\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 50\\qquad The setting of stress reduction factors in IDEA StatiCa Detail.}}}\\]</em></p>\n<p><br></p>\n<p><strong>Load factors</strong> for Strength combinations shall be defined according to AS 3600 Cl. 4.2.2. Load factors for Serviceability combinations shall be determined according to Table 4.1. For all templates, load factors are already predefined.</p>\n<figure data-asset-id=\"c986c0fc-2e9a-42e1-95b4-1055d3ae76e2\" data-image-id=\"c986c0fc-2e9a-42e1-95b4-1055d3ae76e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/887ee546-c598-41fd-b494-c43ccbc55194/Load%20factors%20AUS.png\" data-asset-id=\"c986c0fc-2e9a-42e1-95b4-1055d3ae76e2\" data-image-id=\"c986c0fc-2e9a-42e1-95b4-1055d3ae76e2\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 51\\qquad The setting of load factors in Idea StatiCa Detail.}}}\\]</em></p>"
},
"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": "Concrete",
"codename": "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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_detail___general___verifica",
"detail_theoretical_background",
"reinforcement_template_in_idea_statica_detail",
"n2022_03_16_code_check_of_walls_and_deep_beams"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 6900
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "stress-and-strength-reduction-factors-and-load-factors"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"stress-strength-reduction-factors-and-load-factors\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_detail_3d__stress_reduction",
"collection": "default",
"id": "68022c77-375a-457c-8b18-6b2ee613ec62",
"language": "en-US",
"lastModified": "2025-11-24T14:59:56.8169556Z",
"name": "Theoretical background Detail 3D- Stress reduction and load factors - AUS",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Strength and anchorage verifications"
},
"id": {
"name": "ID",
"type": "text",
"value": "strength-and-anchorage-verifications"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "cd5aad70_8155_0111_d25f_c72e153f21e5",
"collection": "default",
"id": "cd5aad70-8155-0111-d25f-c72e153f21e5",
"language": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "cd5aad70-8155-0111-d25f-c72e153f21e5",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Strength and anchorage verifications in Detail 3D"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": null
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [
{
"description": null,
"imageId": "8a2ed21c-590e-4061-8c46-c5cc4c60ade1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png",
"height": 442,
"width": 1011
},
{
"description": null,
"imageId": "d3675eaf-0adb-4512-9366-58e4bdf171b1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png",
"height": 520,
"width": 1463
},
{
"description": null,
"imageId": "ea687a47-41cc-487f-b7b9-2ed97bfb2932",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/021688e6-24c8-441b-8210-9f0bb4377e75/Available%20anchorage%20types%20for%20longitudinal%20rebars_AUS.png",
"height": 140,
"width": 951
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>The different verifications required by AS 3600 are assessed based on the direct results provided by the model. Verifications are carried out for concrete strength, reinforcement strength, and anchorage (bond shear stresses).</p>\n<h4>Strength - Concrete</h4>\n<p>The <strong>concrete strength</strong> in compression is evaluated as the ratio between the maximum Equivalent principal stress <em>f</em><em><sub>c,eq</sub></em> (also σ<em><sub>c,eq</sub></em> in previous text) obtained from FE analysis and the limit value <em>f'</em><em><sub>c,lim</sub></em>.</p>\n<p><strong>Equivalent Principal Stress expresses the equivalent uni-axial stress for a general tri-axial stress state.</strong></p>\n<p>\\[f_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>The f<em><sub>c,eq</sub></em> value can, therefore, be directly compared with uniaxial strength limits. This expression is derived from the implementation of the Mohr-Coulomb plasticity theory, conservatively assuming the angle of internal friction <em>φ = 0°.</em></p>\n<h4>Strength - Reinforcement</h4>\n<p>The <strong>strength of the reinforcement</strong> is evaluated in both tension and compression as the ratio between the stress in the reinforcement at the cracks <em>f</em><em><sub>s</sub></em> and the specified limit value <em>f</em><em><sub>sy,lim</sub></em>.</p>\n<p>\\[f_{sy,lim} = \\phi_{s} \\cdot f_{sy}\\]</p>\n<h4>Strength - Anchors</h4>\n<p>Anchors are checked for normal stresses in a similar way to reinforcement, where the limit value <em>f</em><em><sub>sy,lim</sub></em> is determined. </p>\n<p>In the current version, the code checks for anchors in shear and shear with tension<strong> </strong>are not available.</p>\n<p><strong>Pull-out check for headed anchors (Washer plates and Headed studs)</strong></p>\n<p>For headed anchors, an additional stop criterion is implemented to check the concrete bearing (crushing) above the anchor head - pull-out. During the analysis, the compressive force transferred through the head-to-concrete contact is monitored and compared with the limit value given by AS 5216:2021 Cl. 6.3.4 (pull-out failure of headed fastenings).</p>\n<p>\\[N_{Rd,p} = \\Phi_{Mp} \\cdot k_{2} \\cdot A_{h} \\cdot f'_{c}\\]<br>\n</p>\n<p>where:</p>\n<ul>\n <li>\\( \\Phi_{Mp}\\) is the strength reduction factor - Table 3.2.4</li>\n <li><em>A</em><em><sub>h</sub></em> is the load bearing area of the head of the fastener (without the shank area). </li>\n <li><em>f</em><em><sub>c</sub></em><em>'</em> is the specified compressive strength of concrete</li>\n <li><em>k</em><em><sub>2</sub></em> is always taken as 7.5, i.e. the value for cracked concrete. This is consistent with the CSFM approach used in Detail, where the tensile strength of concrete is neglected and the concrete is assumed to be cracked in tension.</li>\n</ul>\n<p>Once the contact force reaches this code-based limit, the stop criterion is triggered and the analysis is terminated before the design pull-out resistance is exceeded. </p>\n<h4>Anchorage - Bond stress</h4>\n<p>The <strong>bond shear stress</strong> is evaluated independently as the ratio between the bond stress τ<em><sub>b</sub></em> calculated by FE analysis and the design ultimate bond stress <em>f</em><em><sub>bu</sub></em>.</p>\n<p>For the determination of the design ultimate bond stress <em>f</em><em><sub>bu</sub></em>, the formula C13.1.2.2 defined in AS3600:2018 Sup 1:2022 is considered in the application.</p>\n<p>\\[f_{bu}=\\frac{k_{2}}{k_{1} \\cdot k_{3}} \\cdot (0.5 \\cdot \\sqrt{f'_{c}})\\]</p>\n<p>Where <em>f'</em><em><sub>c</sub></em><em> ≤ 65 MPa</em> (in the formula is in MPa), and <em>k</em> factors are determined from AS 3600 Cl. 13.1.2.2 as follows:</p>\n<p><em>k</em><em><sub>3</sub></em><em> = 0.7</em> (conservative value for all reinforcement)<br>\n<em>k</em><em><sub>2</sub></em><em> = (132 - d</em><em><sub>b</sub></em><em>) / 100</em> (<em>d</em><em><sub>b</sub></em> is diameret of rebar in millimeters)<br>\n = 1.3 for a horizontal bar with more than 300 mm of concrete cast below the bar, or 1.0 otherwise</p>\n<p><em>k</em><em><sub>1</sub></em> is automatically derived from the position of the reinforcement in the model and from the direction of concreting that can be set in the application for each project item as follows.</p>\n<figure data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png\" data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 52\\qquad Direction of concreting}}}\\]</em></p>\n<p>The basic development length <em>L</em><em><sub>sy,tb</sub></em> is calculated according to formula 13.1.2.2 in AS 3600 as follows:</p>\n<p>\\[L_{sy,tb}=\\frac{0.5\\cdot k_{1}\\cdot k_{3}\\cdot f_{sy}\\cdot d_{b}}{k_{2}\\cdot \\sqrt{f'_{c}}}\\ge 29 \\cdot k_{1}\\cdot d_{b}\\]</p>\n<p>As can be seen in the formula, the basic development length <em>L</em><em><sub>sy,tb</sub></em> is limited from below, and therefore the design ultimate bond stress <em>f</em><em><sub>bu</sub></em> must be limited in the same way in the application, so the following applies:</p>\n<p>\\[f_{bu}\\le \\frac{f_{sy}}{116 \\cdot k_{1}} \\]</p>\n<p>Where <em>f</em><em><sub>sy</sub></em> is in MPa.</p>\n<p>The derivation of the <em>f</em><em><sub>bu</sub></em> limitation is as follows:</p>\n<p>\\[f_{bu}= \\frac{f_{sy}\\cdot A_{s}}{ \\pi \\cdot d_{b} \\cdot L_{sy,tb}}=\\frac{f_{sy}\\cdot \\pi \\cdot d_{b}^{2}}{4 \\cdot \\pi \\cdot d_{b} \\cdot 29 \\cdot k{1} \\cdot d_{b}} =\\frac{f_{sy}}{116 \\cdot k_{1}} \\]</p>\n<p><br></p>\n<p><strong>Total force </strong><em><strong>F</strong></em><em><strong><sub>tot</sub></strong></em><strong> and limit force </strong><em><strong>F</strong></em><em><strong><sub>lim</sub></strong></em></p>\n<p>The total force <em><strong>F</strong></em><em><strong><sub>tot</sub></strong></em> is a result of the finite element analysis and can be defined in two ways.</p>\n<p>\\[F_{tot}=A_{s} \\cdot f_{s}\\]</p>\n<p>where <em>A</em><em><sub>s</sub></em> is the area of the reinforcement bar and <em>f</em><em><sub>s</sub></em> is the stress in the bar.</p>\n<p>Or as a sum of the anchorage force <em>F</em><em><sub>a </sub></em>and the bond force <em>F</em><em><sub>bond</sub></em><em>.</em></p>\n<p>\\[F_{tot}=F_{a}+F_{bond}\\]</p>\n<p>where <em>F</em><em><sub>a</sub></em> is the actual force in the anchorage spring and <em>F</em><em><sub>bond</sub></em> is the bond force that can be obtained by integrating the bond stress <em>τ</em><em><sub>b</sub></em> along the length of reinforcement bar <em>l.</em></p>\n<p>\\[F_{bond}=C_{s} \\cdot \\int_{0}^{l}\\tau_{b}\\left( x \\right)dx\\]</p>\n<p>C<sub>s</sub> is the circumference of the reinforcement bar.</p>\n<p>The limit force <em><strong>F</strong></em><em><strong><sub>lim</sub></strong></em> is the maximum force in the element of the rebar considering the <strong>strength</strong> of the rebar and also <strong>anchoring conditions </strong>(bond between concrete and reinforcement and anchorage hooks, loops, etc.).</p>\n<p>\\[F_{lim}=min\\left( F_{lim,bond}+F_{au},F_{u} \\right)\\]</p>\n<p>\\[F_{u}=f_{y,lim}\\cdot A_{s}\\]</p>\n<p>\\[F_{au}=\\beta\\cdot f_{y,lim}\\cdot A_{s}\\]</p>\n<p>\\[F_{lim,bond}=C_{s}\\cdot l \\cdot f_{bu}\\]</p>\n<p>where C<sub>s</sub> is the circumference of the reinforcement bar, and <em>l</em> is the length from the beginning of the rebar to the point of interest.</p>\n<figure data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png\" data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 53\\qquad Definition of the limit force Flim}}}\\]</em></p>\n<p><br></p>\n<p>\\[F_{lim,2}=F_{lim,1}+F_{lim,add}\\]</p>\n<p>where <em>F</em><em><sub>lim,add</sub></em> is the additional force calculated from the magnitude of the angle between neighboring elements. <em>F</em><em><sub>lim,2</sub></em> must always be lower than <em>F</em><em><sub>u</sub></em>.</p>\n<p><br></p>\n<p>The available <strong>anchorage types</strong> in CSFM include a straight bar (i.e., no anchor end reduction), Standard cog, Standard hook, perfect bond, and continuous bar. All these types, along with the respective anchorage coefficients β, are shown in Fig. 54 for longitudinal reinforcement. The values of the adopted anchorage coefficients are derived from AS 3600 Cl. 13.1.2. It should be noted that CSFM distinguishes three types of anchorage ends: (i) no reduction in the anchorage length, (ii) a reduction of 50% of the anchorage length in the case of a normalized anchorage, and (iii) perfect bond.</p>\n<figure data-asset-id=\"ea687a47-41cc-487f-b7b9-2ed97bfb2932\" data-image-id=\"ea687a47-41cc-487f-b7b9-2ed97bfb2932\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/021688e6-24c8-441b-8210-9f0bb4377e75/Available%20anchorage%20types%20for%20longitudinal%20rebars_AUS.png\" data-asset-id=\"ea687a47-41cc-487f-b7b9-2ed97bfb2932\" data-image-id=\"ea687a47-41cc-487f-b7b9-2ed97bfb2932\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 54\\qquad Available anchorage types and respective anchorage coefficients for longitudinal reinforcing bars in CSFM:}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{(a) straight bar; (b) Standard cog; (c) Standard hook; (d) perfect bond; (e) continuous bar}}}\\]</em></p>\n<p>The anchorage coefficient for stirrups is always - β = 1.0.</p>\n<p>In order to comply with AS 3600, the anchorage spring should be used in the calculation. The anchorage spring is modified by the β coefficient, so the user must use one of the available anchorage types when defining the reinforcement start and end conditions. </p>"
},
"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": "Concrete",
"codename": "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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_detail___general___verifica",
"detail_theoretical_background",
"reinforcement_template_in_idea_statica_detail",
"n2022_03_16_code_check_of_walls_and_deep_beams"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 6900
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "strength-and-anchorage-verifications-in-detail-3d"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"strength-and-anchorage-verifications\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_detail_3d___strength_analys_f37d2d9",
"collection": "default",
"id": "f37d2d9b-1a12-4f31-88c6-eadd9612d2d8",
"language": "en-US",
"lastModified": "2025-11-24T15:00:56.0727731Z",
"name": "Theoretical background Detail 3D - Strength analysis - AUS",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Essayez la version la plus récente d’IDEA StatiCa aujourd'hui"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Essayez IDEA StatiCa gratuitement"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Commencez avec IDEA StatiCa GRATUITEMENT\n"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Dites-nous qui vous êtes pour que nous puissions vous proposer la meilleure licence GRATUITE pour découvrir IDEA StatiCa"
},
"breadcrumbs_page_title": {
"name": "Breadcrumbs page title",
"type": "text",
"value": ""
},
"breadcrumbs_parent": {
"name": "Breadcrumbs parent",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p><br></p>"
},
"shared_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Shared content",
"type": "rich_text",
"value": "<p><br></p>"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": []
},
"header_link": {
"name": "Header link",
"type": "text",
"value": ""
},
"header_content_item_link": {
"name": "Header Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_cross_links": {
"name": "Header cross links",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Header content",
"type": "rich_text",
"value": "<p><br></p>"
},
"header_title": {
"name": "Header title",
"type": "text",
"value": ""
},
"header_alignment": {
"name": "Header alignment",
"type": "multiple_choice",
"value": []
},
"header_button_text": {
"name": "Header button text",
"type": "text",
"value": ""
},
"is_breadcrumbs_hidden": {
"name": "Hide breadcrumbs",
"type": "multiple_choice",
"value": []
},
"header_background_image": {
"name": "Background image",
"type": "asset",
"value": []
},
"header_background_image_effects": {
"name": "Background image effect",
"type": "multiple_choice",
"value": []
},
"is_header_full_height": {
"name": "Small height header",
"type": "multiple_choice",
"value": []
},
"header_background_video": {
"name": "Background video",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "role-navigation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"role-navigation\",\"[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": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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": "landing_page_role_navigation",
"collection": "default",
"id": "0c872071-6a3f-4b99-8cd4-66440db9cc0d",
"language": "fr-FR",
"lastModified": "2023-03-18T17:55:58.7825167Z",
"name": "Free trial / EDU license request – Role-navigation",
"sitemapLocations": [],
"type": "landing_page",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "take_idea_statica_24_0_for_a_test_drive_today",
"collection": "default",
"id": "4df59366-38c9-48a4-afb4-e87ada401d1f",
"language": "fr-FR",
"lastModified": "2025-12-02T13:28:38.7032563Z",
"name": "Take the latest IDEA StatiCa for a test drive today",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<h1>Structural design of concrete 3D discontinuities in IDEA StatiCa Detail</h1>\n<h2>Introduction to the 3D CSFM method</h2>\n<p><a href=\"#general-introduction\">General introduction for the structural design of concrete 3D details</a><br>\n<a href=\"#main-assumptions-and-limitations\">Main assumptions and limitations</a><br>\n<a href=\"#mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM\">Mohr-Coulomb plasticity theory implementation in 3D CSFM</a><br>\n<a href=\"#general-mechanics-assumptions-for-3D-CSFM\">General mechanics assumptions for 3D CSFM</a></p>\n<h2>Analysis model of IDEA StatiCa 3D Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">Introduction to finite element implementation</a><br>\n<a href=\"#general-finite-element-types\">General finite element types</a><br>\n<a href=\"#load-transfer-devices\">Load transfer devices</a><br>\n<a href=\"#concrete-meshing-in-3D-CSFM\">Meshing in 3D CSFM</a><br>\n<a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Solution method and load-control algorithm for 3D CSFM</a><br>\n<a href=\"#presentation-of-3D-results\">Presentation of 3D results</a><br>\n<a href=\"#model-imported-from-idea-statica-connection\">Model imported from IDEA StatiCa Connection</a></p>\n<h2>Model verification</h2>\n<p><a href=\"#limit-states\">Limit states</a></p>\n<h3>Structural verifications according to EUROCODE</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-EN\">Material models in 3D CSFM (EN)</a><br>\n- <a href=\"#partial-safety-factors\">Partial safety factors</a><br>\n- <a href=\"#ultimate-limit-state-checks\">Ultimate limit state checks</a></p>\n<h3>Structural verifications according to ACI 318-19</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-ACI\">Material models in 3D CSFM (ACI)</a><br>\n- <a href=\"#strength-reduction-and-load-factors\">Strength reduction and load factors</a><br>\n- <a href=\"#strength-verifications\">Strength verifications</a></p>\n<h3>Structural verifications according to AS 3600</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-AUS\">Material models in 3D CSFM (AUS)</a><br>\n- <a href=\"#stress-and-strength-reduction-factors-and-load-factors\">Stress and strength reduction factors and load factors</a><br>\n- <a href=\"#strength-and-anchorage-verifications\">Strength and anchorage verifications</a></p>\n<p><br></p>\n<p><br></p>\n<h1>Introduction to the 3D CSFM method</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b03faaef_b4f1_010d_1fd1_edf6dd647e42\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___general_introdu\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d2c23365_3b66_01a0_abd7_41cc7a5d855b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___main_assumption\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d072cec7_3192_016a_3bb9_aeb5eb07f149\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___mohr_coulomb_pl\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n028e1a58_4555_0170_4c04_24d99b6a641c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___general_mechani\"></object>\n<h1><br></h1>\n<h1>Analysis model of IDEA StatiCa 3D Detail</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n32c89855_abfd_01ef_01e0_5dbbf969d201\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___introduction_to\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d4e10484_afc8_019d_4c89_cf7f7e5ed600\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___finite_element_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n42057ffc_fcc5_01bf_7f3d_38668115113e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___load_transfer_d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n58d09d37_8525_01c5_5094_50ae3ad79237\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___meshing\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b38faca3_4907_0182_5507_394eeb8cc207\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___solution_method\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a417b40b_24d7_01e1_7ea3_68f1c47235e9\"></object>\n<object 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=\"a37fd771_c05c_01de_aa1a_265b9f6db578\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___model_imported_\"></object>\n<h1><br></h1>\n<h1>Model verification</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e1c9baa9_a314_01b1_37b2_cd6c61a9420e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___limit_states\"></object>\n<h1><br></h1>\n<h1>Structural verifications according to EUROCODE</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8deed79d_4187_01f2_fd60_037d562de304\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n26ae82b5_da0f_01f0_1d69_69d7b1e282d4\"></object>\n<object 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=\"e6a5281a_8b5f_01f2_0261_0b1b3eef6dfd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___ultimate_limit_\"></object>\n<p><br></p>\n<p><br></p>\n<h1>Structural verifications according to ACI 318-19</h1>\n<p>3D CSFM is in accordance with ACI 318-19, chapter 6.8.1.1. In order for the 3D CSFM to meet the requirements from ACI 318-19 Section 6.8.1.2, a lot of verification testing was done at various universities. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9f39b9ca_50c0_015a_2c43_8759ed607707\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models_3d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1d1efe19_0968_013b_6544_5bd3d06f14aa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_reduct\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b9c02246_d04c_0146_3699_3c2b4bf9c86d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys\"></object>\n<p><br></p>\n<p><br></p>\n<h1>Structural verifications according to Australian standard AS 3600</h1>\n<p>The CSFM is a structural analysis method that satisfies the general rules in Chapters 6.1.1 and 6.1.2 and is defined as (f) non-linear stress analysis in Chapter 6.1.3 - further in Chapter 6.6. </p>\n<p>In order to satisfy the requirements in Sections 6.6.4 and 6.6.5 - more can be found in AS3600:2018 Sup 1:2022 Section C6.6 - verification and validations of the method were done. Individual articles summarizing the results of verification and validation can be found at the following link.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<p>Since IDEA StatiCa Detail is a practical design program, factored characteristic compressive cylinder strength at 28 days <em>f'c</em> is used for calculations, as is described in the next chapter.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9420be53_2547_0180_5def_d6e20b5be7b1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0a6ca427_5a30_01fc_5334_3f6d024f40b9\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d__stress_reduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cd5aad70_8155_0111_d25f_c72e153f21e5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys_f37d2d9\"></object>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<h2>Verifications and validations</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verifications: Detail 3D</a></li>\n</ul>\n<h3>References</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determination of Mohr–Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412–419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb—Rankine material model for concrete. <em>Eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853–887.</li>\n <li>Fan, Q.; Gu, S.C.; Wang, B.N.; Huang, R.B. Two Parameter Parabolic Mohr Strength Criterion Applied to Analyze The Results of the Brazilian Test. <em>Appl. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630–634.</li>\n</ol>"
},
"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",
"confinement_effect_and_failure_hypothesis",
"n3d_detail_verification__tri_axial_stress___passiv",
"pullout_behavior_of_cast_in_place_bonded_anchors_w"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Known limitations for Detail 3D"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "release note intro slide (2).png",
"description": null,
"type": "image/png",
"size": 492919,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f117d5e-274f-43cc-af35-c695c209fffb/release%20note%20intro%20slide%20%282%29.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": "This article defines the current limitations of the IDEA StatiCa Detail 3D application. We have also defined a reasonably usable workaround for some of the limitations. The limitations that are defined we intend to gradually remove from the application with the following development."
},
"content": {
"images": [
{
"description": null,
"imageId": "28eb5f80-45f6-4497-b319-314454d49641",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png",
"height": 749,
"width": 1710
},
{
"description": null,
"imageId": "23cbdc1a-c706-47f9-9e86-6d9372816c99",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png",
"height": 582,
"width": 1600
},
{
"description": null,
"imageId": "84491111-cc1f-4723-953a-509b892d8976",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png",
"height": 1149,
"width": 1916
},
{
"description": null,
"imageId": "156a7ab4-17b4-46d6-8bbd-5169130f0963",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png",
"height": 790,
"width": 1555
},
{
"description": null,
"imageId": "a6bc790a-51f0-4da8-a0ba-1af51e7a603d",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png",
"height": 919,
"width": 853
},
{
"description": null,
"imageId": "9f96c79c-33d3-4273-b411-1ad4e393715e",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png",
"height": 285,
"width": 1185
},
{
"description": null,
"imageId": "6169236b-b86e-4aa9-92c8-39b25fed9f8b",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png",
"height": 800,
"width": 1600
}
],
"linkedItemCodenames": [
"n5b6fb0f3_41e7_010f_c229_87b10c0a2431",
"n6734053b_6788_01f1_6bc6_0f3b675b807e",
"n09f9a27f_23c7_018a_934a_b8b1fde7e2f7",
"n39c85b5b_7761_0120_fcad_8e2b6f1be5db"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "unsupported anchoring types"
},
"id": {
"name": "ID",
"type": "text",
"value": "unsupported-anchoring-types"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n5b6fb0f3_41e7_010f_c229_87b10c0a2431",
"collection": "default",
"id": "5b6fb0f3-41e7-010f-c229-87b10c0a2431",
"language": "en-US",
"lastModified": "2025-12-05T13:29:21.6039108Z",
"name": "5b6fb0f3-41e7-010f-c229-87b10c0a2431",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "unsupported combinations anchors"
},
"id": {
"name": "ID",
"type": "text",
"value": "unsupported-combinations-anchors"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6734053b_6788_01f1_6bc6_0f3b675b807e",
"collection": "default",
"id": "6734053b-6788-01f1-6bc6-0f3b675b807e",
"language": "en-US",
"lastModified": "2025-12-05T13:29:21.6039108Z",
"name": "6734053b-6788-01f1-6bc6-0f3b675b807e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "more blocks"
},
"id": {
"name": "ID",
"type": "text",
"value": "more-blocks"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n09f9a27f_23c7_018a_934a_b8b1fde7e2f7",
"collection": "default",
"id": "09f9a27f-23c7-018a-934a-b8b1fde7e2f7",
"language": "en-US",
"lastModified": "2025-12-05T13:29:21.6039108Z",
"name": "09f9a27f-23c7-018a-934a-b8b1fde7e2f7",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "more plates"
},
"id": {
"name": "ID",
"type": "text",
"value": "more-plates"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n39c85b5b_7761_0120_fcad_8e2b6f1be5db",
"collection": "default",
"id": "39c85b5b-7761-0120-fcad-8e2b6f1be5db",
"language": "en-US",
"lastModified": "2025-12-05T13:29:21.6039108Z",
"name": "39c85b5b-7761-0120-fcad-8e2b6f1be5db",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
},
{
"codename": "rn_25_1__anchors_in_detail",
"linkId": "10e87806-c370-4f36-97fd-c9eb0824350f",
"urlSlug": "single-anchor-definition",
"type": "support_center_article"
},
{
"codename": "rn_25_1__base_plate_options",
"linkId": "2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16",
"urlSlug": "anchoring-plates-options",
"type": "support_center_article"
},
{
"codename": "untitled_content_item_e044799",
"linkId": "e0447990-4817-41b4-8d3e-37393eb4b691",
"urlSlug": "support-center-release-notes",
"type": "landing_page___support_center_new"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h3>Introduction</h3>\n<p>At the beginning of this text let us define what the application is for. In the current version, we developed tools and verified the solution only for <strong>anchoring steel structures in simple reinforced concrete blocks</strong>. </p>\n<p>The following text is divided into two parts: limitations of the application and method itself, and limitations of the import from IDEA StatiCa Connection.</p>\n<h3>Limitations of the application</h3>\n<h4>Reinforced concrete</h4>\n<p>The <strong>3D CSFM is not designed for plain concrete or lightly reinforced concrete</strong>. In this case, the result of the calculation can lead to misleading results or divergence of the non-linear calculation. </p>\n<p>You can read more in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>.</p>\n<p>The main reason why <strong>only reinforced concrete</strong> elements need to be modeled in the application is that the tensile strength of concrete is negligible. All tensile stress must therefore be transferred by reinforcement.</p>\n<p>The second reason is: In IDEA StatiCa Detail 3D, fracture mechanics is not used. The model does not simulate explicit crack propagation, nor does it employ fracture-mechanics parameters of concrete (G_f, K_IC, shape of the fracture surface). Concrete is modeled as a ductile material with a horizontal plastic branch in compression – once the limiting compressive stress is reached, the stress remains constant, and only the strains continue to increase up to a prescribed limit. As a consequence, Detail 3D can capture plastic redistribution of stresses and strains in D-regions, but it does not explicitly model brittle failure mechanisms governed by fracture mechanics (e.g., pure shear failure of plain concrete, unstable propagation of a single dominant crack, etc.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>To wrap it up, your models shall comply with the definition of reinforced concrete as presented in international standards. <strong>Follow the detailing rules and obtain correct results</strong>.</p>\n<h4>Ultimate Limit State</h4>\n<p>All the calculations and code checks are implemented for <strong>ULS only</strong>. The definition of materials and the way of calculation itself must be different for SLS. You can see this difference in the Detail 2D. </p>\n<h4>Compression softening</h4>\n<p>At first, let's define what compression softening is:<strong> Concrete in compression loses strength and stiffness when it is simultaneously heavily cracked in tension, i.e. when large transverse tensile strains are present.</strong></p>\n<p>In cases where the resistance is governed by a compression strut (compression diagonal) running through heavily cracked concrete, Detail 3D tends to overestimate the capacity (i.e., to be slightly non-conservative) if the result is interpreted directly as the actual ultimate capacity.</p>\n<p>For these reasons, the 3D module is suitable to use only for verifying the strength of anchoring in simple reinforced concrete blocks. </p>\n<p>Although it is possible to model, for example, a pile cap using supports on a small area, the verification is not reliable because the softening effect becomes significant, particularly in punching-related problems. The same situation may occur in the case of a thin slab with a column placed on it, and in other similar cases.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>For these situations, it is necessary to implement concrete softening, which is currently available only in the 2D module. <strong>Therefore, the 3D module can be used only for checking failures where this effect has no influence.</strong></p>\n<h4>Anchor check</h4>\n<p>The element of the anchor is defined as being able to transfer normal tensile or compression forces as well as shear forces also considering the bending stiffness as described in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>. </p>\n<p>We support code-based checks according to the relevant standards (<strong>EN only</strong>), therefore IDEA StatiCa Detail can be used indepently for anchor assessment (anchors, reinforcement, concrete). </p>\n<p>Implemented codes: <strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1 </strong></p>\n<p>For verifying other joint components (welds, plates, etc.), you need to use IDEA StatiCa Connection, where you can also perform the full anchor check for plain concrete. The anchorage in Connection —together with the applied forces—can be exported in Detail for additional design of reinforcement.</p>\n<p><strong>For ACI and Australina code</strong> the code-checks of anchors in shear and in shear and tension<strong> are not implemented </strong>yet, therefore it is always necessary to use both aplication for comprehensive code-checks of anchors.</p>\n<h4>Overturning</h4>\n<p>If the load input causes overturning of the model, the model will calculate until the divergence or reaching of a criterion. This usually takes a long time and you receive the following result:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>The percentage of the transferred load is displayed. Moreover, in Auxiliary results extreme deformation is shown.</p>\n<p>Workaround: It is recommended to calculate any model first with the Multiplier of default mesh size set to a high value (4-5). This multiplier can be found in Settings -> Mesh settings. The calculation will be quick and you will be able to see if the overturning is the problem or not.</p>\n<p>It is necessary to check whether the self-weight of the concrete block is included, as it can prevent the model from overturning. Note that when importing from the Connection application, the self-weight is <strong>not</strong> automatically entered into the model — see the text below for details.</p>\n<h3>Limitations of import from Connection</h3>\n<h4>Contacts</h4>\n<p>Generally, the import of forces acting on the base plate through <strong>contact </strong>with another steel plate is not supported. This applies to both the edge-surface contact and the surface-surface types of contacts. Read more <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"in this article\">in this article</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Anchoring by member</h4>\n<p>Only models anchored via the base plate can be correctly imported to the Detail application. For models, where members are connected to concrete blocks directly, the connecting plate of the member with anchors is imported without loads.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Self-weight is not added automatically</h4>\n<p>The self-weight is not automatically calculated/added. It must be manually included in the project for the Detail. This can mainly affect the verification of anchoring to the foundations, where failure to consider the self-weight could lead to the foundation overturning, as mentioned in the paragraph above.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5b6fb0f3_41e7_010f_c229_87b10c0a2431\"></object>\n<h4>Unsupported anchoring types for export</h4>\n<p>Hooked anchors are not supported in Detail. A waher plate will be used instead in the exported file.</p>\n<p>The washer plate is modeled as a plate-shell element directly attached to the anchor shank, transferring load to the concrete exclusively through compression contact. The plate itself is modeled linearly, without plasticity, and is not subjected to resistance checks. Since the shank has <strong>zero bond strength</strong>, the entire load is transferred to the concrete through the washer plate. More about anchor types can be found in the article: <a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Single anchor definition</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6734053b_6788_01f1_6bc6_0f3b675b807e\"></object>\n<h4>Unsupported combinations for anchor types</h4>\n<p>The Detail app does not support combining headed studs or reinforcement with other anchor types. These anchor types will not be included in the output. More about plate options can be found in the article: <a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Anchoring plates options</a>.</p>\n<h4>Imported loads and user-input loads combination</h4>\n<p><strong>Imported loads and user-input loads cannot be combined within one model</strong>. Because of the reasons described in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>. Anchors are imported disconnected from the base plates. If you create a user-defined load case, it is obvious that the load will not be transferred correctly.</p>\n<p>Workaround: Copy the imported Project item, delete all imported loads, interconnect all anchors with the base plate, and then you can input your user-defined load case.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n09f9a27f_23c7_018a_934a_b8b1fde7e2f7\"></object>\n<h4>More concrete blocks</h4>\n<p><strong>Only one concrete block</strong> is supported in Detail. However, the concrete block can be modified using the Negative volume, Cutting plane, and the Cut operation. So it is possible to model more complex shapes such as pedestals, foundation strip extensions, anchoring next to openings, etc.</p>\n<p>It is also possible to import two independent concrete blocks from Connection, which are imported into Detail as two model entities that can be further modified using the cut operation. </p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n39c85b5b_7761_0120_fcad_8e2b6f1be5db\"></object>\n<h4>More than one base plate in one block </h4>\n<p>Exporting of more base plates in one block is supported, <strong>although it is not recommended to import so-called edge anchoring</strong>.</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>In the Connection application, concrete is modeled in a simplified manner using Winkler's subgrade. On the other hand, the model of the steel part above the concrete block is modeled in detail, including the plasticity of materials. For a more detailed verification of reinforced concrete under the base plate, it is possible to export the base plate, anchors, and loads to the Detail application. There, the concrete is modeled plastically. </p>\n<p>The anchors are exported axially disconnected, and the load between them is replaced by a pair of equal but opposite forces (precisely because of the lack of stiffness of the steel part above the base plate). Therefore, it is not possible for the axial forces in the anchors to change if the covering layer in the corner of the concrete block becomes plastic. Similarly, the welds of the base plates are exported disconnected, with the connection replaced by equal but opposite forces. Therefore, there can be no change in the stress on the weld in the event of plasticization of the concrete corner. </p>\n<p>It follows that after export, although all forces acting on the base plates are in equilibrium, the deformation conditions will not be met. </p>\n<p><em>It applies to the current version 25.1.2. It may differ in previous versions, as we are gradually working to remove these limitations. You can find more information about each version in the </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>release notes</em></a><em>.</em><br>\n</p>"
},
"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": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Concrete",
"codename": "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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "Limitations",
"codename": "limitations"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_3d_detail",
"n3d_detail_in_24_1",
"n3d_detail___anchoring_faq"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Full functionalities of Detail 3D"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "release note intro slide (1).png",
"description": null,
"type": "image/png",
"size": 492707,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/548a7ab9-bfdb-4eef-9616-8697174d3bdf/release%20note%20intro%20slide%20%281%29.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": "In this article we are introducing the functionality of the new part of the Detail application that allows you to design and check discontinuity regions. If you want to start working with new Detail 3D this article will lead you through the whole application."
},
"content": {
"images": [],
"linkedItemCodenames": [
"rn24_1__3d_detail_in_24_1_introduction",
"rn24_1__3d_detail_in_24_1_modelling",
"rn24_1__3d_detail_in_24_1_load_transferring_device",
"rn24_1__3d_detail_in_24_1_loading_and_combinations",
"rn24_1__3d_detail_in_24_1_reinforcement",
"rn_24_1__import_of_anchoring_from_connection_to_de",
"rn24_1__3d_detail_in_24_1_results_6df128e",
"rn_24_1__results_interpretation_improvement___sect",
"rn24_1__3d_detail_in_24_1_report"
],
"linkedItems": [
{
"elements": "[Circular Reference]",
"system": {
"codename": "rn24_1__3d_detail_in_24_1_load_transferring_device",
"collection": "default",
"id": "4c98e02d-574c-419e-be80-35ef9f7cffd6",
"language": "en-US",
"lastModified": "2025-12-02T10:50:09.3764355Z",
"name": "Load transferring devices in 3D Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Importation d'ancrage de Connection vers Detail"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "release note intro slide import.png",
"description": null,
"type": "image/png",
"size": 242712,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fa57007d-3aef-4922-b133-a596dddab959/release%20note%20intro%20slide%20import.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": "L'ancrage dans les blocs de béton est-il votre plus grand défi ? Nos deux applications innovantes travaillent ensemble pour vous offrir un meilleur flux de travail. Apprenez plus sur le lien entre IDEA StatiCa Connection et Detail."
},
"content": {
"images": [
{
"description": null,
"imageId": "f52be7d1-b166-4fd2-a552-91251b8ba865",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png",
"height": 800,
"width": 1333
},
{
"description": null,
"imageId": "18f1835a-575c-4509-b79a-c9e2a902e058",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png",
"height": 800,
"width": 1330
},
{
"description": null,
"imageId": "48db236d-6937-49b2-a5ef-90a9f90d7010",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png",
"height": 718,
"width": 862
},
{
"description": null,
"imageId": "0fcce141-f751-45d1-9bad-9fd581d6c4ee",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png",
"height": 462,
"width": 484
},
{
"description": null,
"imageId": "08317460-25d2-4a68-a94d-922ad2730096",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png",
"height": 495,
"width": 1325
}
],
"linkedItemCodenames": [
"untitled_content_item_1085ffa"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Essayez les nouvelles fonctions d'IDEA StatiCa aujourd'hui"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Téléchargez la dernière version gratuitement"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page___downloads"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "À télécharger"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Configurations d'installations, plug-ins des tierces parties, licences"
},
"breadcrumbs_page_title": {
"name": "Breadcrumbs page title",
"type": "text",
"value": ""
},
"breadcrumbs_parent": {
"name": "Breadcrumbs parent",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"content": {
"images": [],
"linkedItemCodenames": [
"c06bda94_49c6_0181_7830_dcf554ac861e",
"f064ba16_9b5f_0122_df0f_5857eedd6aae",
"untitled_content_item_ce63361",
"test___collapsible_widget",
"untitled_content_item_625f73c",
"untitled_content_item_f3cd022"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version actuelle"
},
"styles": {
"name": "Block style",
"type": "multiple_choice",
"value": [
{
"name": "default (single download block)",
"codename": "single"
}
]
},
"content_top": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description before",
"type": "rich_text",
"value": "<p><br></p>"
},
"download_blocks": {
"name": "Download blocks",
"type": "modular_content",
"value": [
"untitled_content_item_8de7457"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Downloadbox.CurrentVersion"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Downloadbox.CurrentReleaseDate"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": "Lates_version_download"
},
"description": {
"name": "Description",
"type": "text",
"value": "Fichier de 710 MB, téléchargement en 30 secondes, installation en 1 minute, détection automatique de votre logiciel MEF/DAO et activation des liens BIM pertinents"
},
"download_button_text": {
"name": "Download button text",
"type": "text",
"value": "Télécharger"
},
"external_file_url": {
"name": "External file URL",
"type": "text",
"value": "https://download.ideastatica.com/production/idea-statica.msi"
},
"internal_asset": {
"name": "Internal asset",
"type": "asset",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_8de7457",
"collection": "default",
"id": "8de74571-c7c8-4872-8803-90deaff51478",
"language": "fr-FR",
"lastModified": "2025-10-20T14:35:17.1788468Z",
"name": "Download primary",
"sitemapLocations": [],
"type": "widget_download_block",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"content_bottom": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "n25_1_highlights",
"linkId": "e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9",
"urlSlug": "points-saillants-de-la-version-25-1-d-idea-statica",
"type": "landing_page"
},
{
"codename": "system_requirements_for_idea_statica",
"linkId": "1a877e3a-ce1d-4127-8857-da4bcd33ee9c",
"urlSlug": "system-requirements-for-idea-statica",
"type": "support_center_article"
}
],
"name": "Description after",
"type": "rich_text",
"value": "<p>Pour les utilisateurs de liens BIM pour l'application Beam, la version recommandée est <a href=\"https://download.ideastatica.com/previous/ideastatica_24.1.2.1520.msi\" title=\"24.1.2.1520\">24.1.2.1520</a>.</p>\n<p>Lisez les <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">notes de version</a> pour voir toutes les nouvelles fonctionnalités et améliorations.</p>\n<p>Veuillez noter les <a data-item-id=\"1a877e3a-ce1d-4127-8857-da4bcd33ee9c\" href=\"\">Exigences du système pour l'installation d'IDEA StatiCa</a>. </p>"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c06bda94_49c6_0181_7830_dcf554ac861e",
"collection": "default",
"id": "c06bda94-49c6-0181-7830-dcf554ac861e",
"language": "fr-FR",
"lastModified": "2025-12-05T15:35:12.7398361Z",
"name": "c06bda94-49c6-0181-7830-dcf554ac861e",
"sitemapLocations": [],
"type": "widget_downloads_list",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Versions précédentes"
},
"styles": {
"name": "Block style",
"type": "multiple_choice",
"value": [
{
"name": "multiple download blocks",
"codename": "multiple"
}
]
},
"content_top": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description before",
"type": "rich_text",
"value": "<p>Téléchargez ici les versions précédentes, y compris les derniers correctifs.</p>\n<p>Si vous recherchez une autre version, soumettez un <a href=\"/Portal/Case\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">cas de support</a>.</p>"
},
"download_blocks": {
"name": "Download blocks",
"type": "modular_content",
"value": [
"test___download_block",
"test___download_block_2",
"download___idea_statica_older_version_b__copy__dad1ff5",
"download___idea_statica_older_version_b__copy_"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Downloadbox.PreviousVersion1"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Downloadbox.PreviousVersionReleaseDate1"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"download_button_text": {
"name": "Download button text",
"type": "text",
"value": "TÉLÉCHARGER"
},
"external_file_url": {
"name": "External file URL",
"type": "text",
"value": "https://download.ideastatica.com/previous/ideastatica_25.0.5.1322.msi"
},
"internal_asset": {
"name": "Internal asset",
"type": "asset",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "test___download_block",
"collection": "default",
"id": "fec5b537-03e2-4d41-b12e-4f2d5d2f36f6",
"language": "fr-FR",
"lastModified": "2025-12-05T15:16:07.5836509Z",
"name": "Download - IDEA STATICA older version A",
"sitemapLocations": [],
"type": "widget_download_block",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Downloadbox.PreviousVersion2"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Downloadbox.PreviousVersionReleaseDate2"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"download_button_text": {
"name": "Download button text",
"type": "text",
"value": "Télécharger"
},
"external_file_url": {
"name": "External file URL",
"type": "text",
"value": "https://download.ideastatica.com/previous/ideastatica_24.1.5.1258.msi"
},
"internal_asset": {
"name": "Internal asset",
"type": "asset",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "test___download_block_2",
"collection": "default",
"id": "a2ec02be-f904-4ede-8d35-1bb2a2fbb7bd",
"language": "fr-FR",
"lastModified": "2025-12-05T15:20:32.1954694Z",
"name": "Download - IDEA STATICA older version B",
"sitemapLocations": [],
"type": "widget_download_block",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Downloadbox.PreviousVersion3"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Downloadbox.PreviousVersionReleaseDate3"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"download_button_text": {
"name": "Download button text",
"type": "text",
"value": "Télécharger"
},
"external_file_url": {
"name": "External file URL",
"type": "text",
"value": "https://download.ideastatica.com/previous/ideastatica_24.0.6.1272.msi"
},
"internal_asset": {
"name": "Internal asset",
"type": "asset",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "download___idea_statica_older_version_b__copy__dad1ff5",
"collection": "default",
"id": "dad1ff5c-8eb6-4717-bbdb-b5be71e339df",
"language": "fr-FR",
"lastModified": "2025-12-05T15:23:31.1864357Z",
"name": "Download - IDEA STATICA older version C",
"sitemapLocations": [],
"type": "widget_download_block",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "IDEA STATICA 21.1.9.0018"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Sortie le 04 janvier 2024"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"download_button_text": {
"name": "Download button text",
"type": "text",
"value": "Télécharger"
},
"external_file_url": {
"name": "External file URL",
"type": "text",
"value": "https://download.ideastatica.com/previous/ideastatica_21.1.9.0018.msi"
},
"internal_asset": {
"name": "Internal asset",
"type": "asset",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "download___idea_statica_older_version_b__copy_",
"collection": "default",
"id": "8c5fafa6-9d78-494b-8119-a8dfae8ec1e8",
"language": "fr-FR",
"lastModified": "2025-12-15T12:15:54.5958318Z",
"name": "Download - IDEA STATICA older version 23.1",
"sitemapLocations": [],
"type": "widget_download_block",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"content_bottom": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description after",
"type": "rich_text",
"value": "<p><br></p>"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f064ba16_9b5f_0122_df0f_5857eedd6aae",
"collection": "default",
"id": "f064ba16-9b5f-0122-df0f-5857eedd6aae",
"language": "fr-FR",
"lastModified": "2025-12-05T15:35:12.7398361Z",
"name": "f064ba16-9b5f-0122-df0f-5857eedd6aae",
"sitemapLocations": [],
"type": "widget_downloads_list",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "OCTROI DE LICENCES SANS PROBLÈMES\n"
},
"description": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description",
"type": "rich_text",
"value": "<p>Le système de licences en ligne d'IDEA StatiCa résout tous les problèmes des vieux systèmes basés sur clé.</p>\n<p>Tout est fourni par un cloud fort et sécurisé d'IDEA StatiCa pour lequel vous avez besoin de deux choses seulement – votre nom d'utilisateur (adresse email par défaut) et mot de passe.</p>\n<p><br></p>"
},
"video_url": {
"name": "YouTube video URL",
"type": "text",
"value": "https://www.youtube.com/embed/Z3OsZkXYKak"
},
"kontent_video": {
"name": "Kontent video",
"type": "asset",
"value": []
},
"preview_images": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "HASSLE-FREE LICENSING.png",
"description": null,
"type": "image/png",
"size": 389165,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/80617982-6315-481f-8930-f6be6ea41ae5/HASSLE-FREE%20LICENSING.png",
"width": 1280,
"height": 1000,
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_ce63361",
"collection": "default",
"id": "ce633617-9b32-4fca-9ea2-2ec8377aed8a",
"language": "fr-FR",
"lastModified": "2021-06-23T11:21:04.6751124Z",
"name": "Licensing overview",
"sitemapLocations": [],
"type": "widget_video_block",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Headline",
"type": "text",
"value": "FAQ"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"content_top": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content before",
"type": "rich_text",
"value": "<p><br></p>"
},
"collapsible_items": {
"name": "Collapsible items",
"type": "modular_content",
"value": [
"test_collapse___item_1",
"test_collapse___item_2",
"faq_pricing___what_licensing_system_does_idea_stat",
"faq_pricing___what_licensing_system_does_idea_stat_ee262ae",
"faq_pricing___what_licensing_system_does_idea_stat_217d56d"
],
"linkedItems": []
},
"content_bottom": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content after",
"type": "rich_text",
"value": "<p><br></p>"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "test___collapsible_widget",
"collection": "default",
"id": "18ec6991-afc6-4ed8-b60f-1748d115b161",
"language": "fr-FR",
"lastModified": "2021-06-24T14:00:49.9643174Z",
"name": "Pricing FAQ",
"sitemapLocations": [],
"type": "widget_collapsible_list",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Besoin d'aide ?\n"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Jan Kubicek\nDirecteur d'opérations"
},
"description": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description",
"type": "rich_text",
"value": "<p>Nos ingénieurs produits ont créé un centre d'assistance merveilleux pour vous.</p>"
},
"styles": {
"name": "Block style",
"type": "multiple_choice",
"value": [
{
"name": "orange with image",
"codename": "orange"
}
]
},
"use_dashed_border": {
"name": "Use dashed border",
"type": "multiple_choice",
"value": []
},
"image": {
"name": "Image",
"type": "asset",
"value": [
{
"name": "Jan Kubicek.png",
"description": "Jan Kubicek",
"type": "image/png",
"size": 321002,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/97d404fd-abf6-4378-a739-e6c894114d4a/Jan%20Kubicek.png",
"width": 600,
"height": 600,
"renditions": {}
}
]
},
"button_1_text": {
"name": "Button 1 text",
"type": "text",
"value": "Centre d'assistance\n"
},
"button_1_description": {
"name": "Button 1 description",
"type": "text",
"value": "Essayez notre"
},
"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": [],
"linkedItems": []
},
"button_1_styles": {
"name": "Button 1 style",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "primary"
}
]
},
"button_2_text": {
"name": "Button 2 text",
"type": "text",
"value": ""
},
"button_2_description": {
"name": "Button 2 description",
"type": "text",
"value": ""
},
"button_2_url": {
"name": "Button 2 link URL",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_625f73c",
"collection": "default",
"id": "625f73c2-16ee-483d-b44c-36d9beea47ff",
"language": "fr-FR",
"lastModified": "2022-08-26T09:04:55.6412586Z",
"name": "Support CTA (EMEA)",
"sitemapLocations": [],
"type": "widget_cta_block",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Essayez IDEA StatiCa gratuitement\n"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": ""
},
"description": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description",
"type": "rich_text",
"value": "<p>Téléchargez la version d'essai gratuite d'IDEA StatiCa</p>"
},
"styles": {
"name": "Block style",
"type": "multiple_choice",
"value": [
{
"name": "black with text",
"codename": "black"
}
]
},
"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": "Tarifs\n"
},
"button_1_description": {
"name": "Button 1 description",
"type": "text",
"value": "Plus d'informations sur les tarifs d'IDEA StatiCa\n"
},
"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": [],
"linkedItems": []
},
"button_1_styles": {
"name": "Button 1 style",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "primary"
}
]
},
"button_2_text": {
"name": "Button 2 text",
"type": "text",
"value": "Essayez gratuitement pour 14 jours\n"
},
"button_2_description": {
"name": "Button 2 description",
"type": "text",
"value": "Téléchargez notre version d'essai d'IDEA StatiCa aujourd'hui\n"
},
"button_2_url": {
"name": "Button 2 link URL",
"type": "text",
"value": ""
},
"button_2_content_item_link": {
"name": "Button 2 Content Item Link",
"type": "modular_content",
"value": [
"landing_page_role_navigation"
],
"linkedItems": [
"[Circular Reference]"
]
},
"button_2_styles": {
"name": "Button 2 style",
"type": "multiple_choice",
"value": [
{
"name": "white",
"codename": "default"
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_f3cd022",
"collection": "default",
"id": "f3cd0224-9d69-4724-9fef-2dea6856a0b5",
"language": "fr-FR",
"lastModified": "2021-06-18T09:07:25.4675752Z",
"name": "Trial + Pricing CTA",
"sitemapLocations": [],
"type": "widget_cta_block",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c06bda94_49c6_0181_7830_dcf554ac861e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f064ba16_9b5f_0122_df0f_5857eedd6aae\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_ce63361\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"test___collapsible_widget\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_625f73c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_f3cd022\"></object>"
},
"shared_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Shared content",
"type": "rich_text",
"value": "<p><br></p>"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": []
},
"header_link": {
"name": "Header link",
"type": "text",
"value": ""
},
"header_content_item_link": {
"name": "Header Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_cross_links": {
"name": "Header cross links",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Header content",
"type": "rich_text",
"value": "<p><br></p>"
},
"header_title": {
"name": "Header title",
"type": "text",
"value": ""
},
"header_alignment": {
"name": "Header alignment",
"type": "multiple_choice",
"value": []
},
"header_button_text": {
"name": "Header button text",
"type": "text",
"value": ""
},
"is_breadcrumbs_hidden": {
"name": "Hide breadcrumbs",
"type": "multiple_choice",
"value": []
},
"header_background_image": {
"name": "Background image",
"type": "asset",
"value": []
},
"header_background_image_effects": {
"name": "Background image effect",
"type": "multiple_choice",
"value": []
},
"is_header_full_height": {
"name": "Small height header",
"type": "multiple_choice",
"value": []
},
"header_background_video": {
"name": "Background video",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "telechargement-produits"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"telechargement-produits\",\"[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": "Téléchargements"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Obtenez la version actuelle ou versions précédentes du logiciel IDEA StatiCa."
},
"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": [
{
"name": "Release_v25.1.png",
"description": null,
"type": "image/png",
"size": 413207,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c20f37d6-fbe6-4779-9185-95e30a1b4a30/Release_v25.1.png",
"width": 1600,
"height": 840,
"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": "<p><br></p>"
},
"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": "landing_page___downloads",
"collection": "default",
"id": "0dff6482-3e17-4ca2-bb66-b4abc6a8dde4",
"language": "fr-FR",
"lastModified": "2025-12-05T15:35:12.7398361Z",
"name": "Product downloads - Landing page",
"sitemapLocations": [],
"type": "landing_page",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "untitled_content_item_1085ffa",
"collection": "default",
"id": "1085ffa7-953b-4268-bce8-10b179ad293a",
"language": "fr-FR",
"lastModified": "2025-10-24T14:26:38.6611376Z",
"name": "Download the new version of IDEA StatiCa",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [
{
"codename": "detail_3d___known_limitations",
"linkId": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92",
"urlSlug": "known-limitations-for-detail-3d",
"type": "support_center_article"
},
{
"codename": "bond_strength_for_anchors_in_detail_3d",
"linkId": "28fda422-6776-422c-95fb-6a969235d0c0",
"urlSlug": "bond-strength-for-anchors-in-detail-3d",
"type": "support_center_article"
},
{
"codename": "rn_24_1__3d_detail_out_of_beta",
"linkId": "b871eedc-885b-4f1b-993d-578acfe45641",
"urlSlug": "3d-detail-hors-de-beta",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>L'ancrage dans un bloc de béton simple peut être modélisé et vérifié dans IDEA StatiCa Connection. Parfois, il peut être utile ou nécessaire d'ajouter du ferraillage au bloc de béton. Bien que cette capacité ne soit pas disponible dans l'application Connection, nous avons 3D Detail. 3D Detail se concentre sur la résolution des ancrages dans les blocs de béton et sur l'analyse des éléments d'ancrage et du bloc de béton lui-même. De plus, un lien direct est mis en place entre les applications Connection et Detail pour simplifier le processus.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Les utilisateurs de Connection qui conçoivent des <strong>ancrages selon l'Eurocode</strong> peuvent <strong>importer leur modèle de Connection vers l'application avancée 3D Detail en cliquant sur un seul bouton</strong>.</p>\n<h3>Comment ça fonctionne ?</h3>\n<ul>\n <li>L'importation n'est autorisée que pour les ancrages. S'il n'y a pas de bloc de béton dans le modèle Connection, l'exportation vers Detail est désactivée (« Vérification de béton armé »).</li>\n <li>Il faut calculer le modèle dans Connection. Si les résultats ne sont pas disponibles, l'icône d'exportation (« Vérification de béton armé ») est désactivée.</li>\n <li>Un seul bloc de béton est autorisé pour l'importation/exportation.</li>\n</ul>\n<p>Pour une liste complète des limitations et des explications complémentaires, voir l'article <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Limites connues de 3D Detail.</a></p>\n<h3>L'attache est importée, y compris</h3>\n<ul>\n <li>Bloc de béton</li>\n <li>Tiges</li>\n <li>Pied de poteau</li>\n <li>Charges</li>\n</ul>\n<p>Informations et paramètres supplémentaires définis en fonction des paramètres correspondants dans Connection :</p>\n<ul>\n <li>Transfert de cisaillement (par tiges, bêches et frottement)</li>\n <li>Matériau</li>\n <li>Type d'ancrage : <a data-item-id=\"28fda422-6776-422c-95fb-6a969235d0c0\" href=\"\">par adhérence</a> / encastré</li>\n <li>Type d'ancrage à l'extrémité : Rondelle/Droit/Crochet</li>\n <li>Coefficient de frottement</li>\n</ul>\n<h3>Comment exporter l'ancrage de Connection vers Detail</h3>\n<p>Tout d'abord, créez un modèle d'ancrage dans Connection selon l'Eurocode et cliquez sur le bouton Calculer.</p>\n<p>Lorsque les résultats existent, l'exportation des semelles est activée. En cliquant sur le bouton « <strong>Vérification de béton armé</strong> » au ruban, une boîte de dialogue demandant l'emplacement et le nom du fichier Detail nouvellement créé apparaît.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>Après une exportation réussie, le projet dans Detail est créé. La géométrie du bloc de béton et du pied de poteau, la position et les attributs des tiges et la charge sont automatiquement transférées vers Detail. L'appui superficiel situé sur la surface inférieure du bloc de béton est automatiquement créé.</p>\n<p>La partie la plus délicate de ce processus est l'importation de la charge. Pour chaque effet de charge calculé dans Connection, le cas de charge et la combinaison ELU correspondants sont automatiquement créés dans Detail.</p>\n<ul>\n <li>Le pied de poteau est chargé par des <strong>efforts dans les soudures</strong> qui sont modélisés comme un <strong>groupe d'efforts. </strong>Pour le chargement du pied de poteau lui-même, le chargement importé est représenté par un groupe d'efforts selon les contraintes dans les soudures entre le pied de poteau et les éléments en acier dans le modèle Connection.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n <li>Les tiges sont modélisées et chargées indépendamment du pied de poteau et elles sont chargées axialement par des charges ponctuelles. Le chargement des tiges est représenté dans la scène par deux flèches dans les directions opposées. Une flèche représente l'effort de traction agissant uniquement sur la partie supérieure de la tige. L'autre représente l'effort de compression agissant sur le pied de poteau.</li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>La case à cocher « Transfert des efforts axiaux » est décochée par défaut parce que les tiges sont chargées par les efforts directement.</p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n <li>Le cisaillement est transféré selon le paramétrage dans Connection par l'une des options suivantes – tiges, bêches ou frottement. Si l'effort de cisaillement est transféré par des tiges, vous pouvez désactiver des tiges spécifiques en décochant la case « Transfert de cisaillement ». Si le frottement ou les bêches sont sélectionnées, le cisaillement dans les tiges n'est jamais pris en compte dans le modèle.</li>\n</ul>\n<p>Il ne reste qu'à ajouter le ferraillage et calculer le modèle.</p>\n<p>Vous trouverez plus d'informations générales sur Detail comme solution pour votre ancrage dans l'article <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail hors de Bêta</a>.</p>\n<p><em>Note : Les vérifications de norme dans 3D Detail ne sont disponibles actuellement que pour l'Eurocode (EN).</em></p>\n<p>Publié dans IDEA StatiCa version 24.1.</p>\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": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
},
{
"name": "CZ/SK",
"codename": "cz_sk"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Steel",
"codename": "steel"
}
],
"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": "Anchoring",
"codename": "anchoring"
},
{
"name": "Connection",
"codename": "connection"
},
{
"name": "v24.0",
"codename": "n24_0"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "v24.1",
"codename": "v24_1"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"csfm___how_it_works__code_compliance__validation_a",
"rn_24_0__parametric_templates_in_connection_librar",
"rn_24_1__3d_detail_out_of_beta"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "CSFM expliquée"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Plain strain (4).png",
"description": null,
"type": "image/png",
"size": 373017,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b429490-28c0-4b4d-9dc3-9b36a136fbec/Plain%20strain%20%284%29.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Asia/Singapore"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "La méthode des champs de contrainte compatibles (CSFM) est une extension des méthodes établies utilisées pour les régions de discontinuité. Quelle est la différence entre CSFM et l'analogie des fermes ? Quels résultats obtiendrez-vous ? Et sont-ils conformes à la norme ? Tout cela à notre article !"
},
"content": {
"images": [
{
"description": null,
"imageId": "a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png",
"height": 1200,
"width": 1862
},
{
"description": null,
"imageId": "59f28d4a-b793-4501-a11a-6ae6245cab70",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png",
"height": 2000,
"width": 1414
},
{
"description": null,
"imageId": "6552ad81-c0fa-4071-9b95-00d09eb9fea4",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png",
"height": 747,
"width": 1900
},
{
"description": null,
"imageId": "9739b6d6-2cbc-4745-a590-4a85f7e1862f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png",
"height": 789,
"width": 1476
},
{
"description": null,
"imageId": "c5bf3113-2223-4ddc-bbab-2131db37ac0c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png",
"height": 883,
"width": 1900
},
{
"description": null,
"imageId": "6c73faf0-64d4-41ce-b816-520ccadff05a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png",
"height": 918,
"width": 1900
},
{
"description": null,
"imageId": "6c090b06-f906-4e6e-9016-d73de172f321",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png",
"height": 449,
"width": 1177
},
{
"description": null,
"imageId": "9d541a10-b879-4d35-a6f8-4e85fa9843a6",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png",
"height": 1900,
"width": 1232
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "concrete",
"linkId": "b4790cf9-a605-45b3-b41b-e36909ad4291",
"urlSlug": "béton",
"type": "landing_page"
},
{
"codename": "landing_page___verifications",
"linkId": "1e879886-9e36-49e1-acb1-e6001361531f",
"urlSlug": "support-center-verifications",
"type": "landing_page___support_center_new"
},
{
"codename": "detail_theoretical_background",
"linkId": "0000c94c-b603-48c4-8d31-bc56d7c95886",
"urlSlug": "theoretical-background-for-idea-statica-detail",
"type": "support_center_article"
},
{
"codename": "csfm_book___compatible_stress_field_design_of_stru",
"linkId": "0dd36e25-63b2-4d63-a33e-6043644fda4f",
"urlSlug": "csfm-book-compatible-stress-field-design-of-structural-concrete",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>En pratique, l'<strong>analogie des fermes (S&T)</strong> et des méthodes des <strong>champs de contrainte</strong> sont couramment utilisées pour concevoir les régions de discontinuité dans les structures en béton armé et précontraint. La <strong>méthode des champs de contrainte compatibles (CSFM)</strong> a été développée en étendant ces théories classiques, ce qui permet un haut degré d'automatisation et est cohérent avec la norme de conception. Malgré sa simplicité, la méthode fournit une description très réaliste de la réaction d'une structure en béton à la fois dans l'état limite ultime (ELU) et état limite de service (ELS). La CSFM est mise en œuvre dans <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Detail</a>.</p>\n<figure data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fd8d041-20d1-40a8-9a71-eb9cdce27155/7.png\" data-asset-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" data-image-id=\"a7b3dcf1-10ed-4b44-99e3-f59b4bd2a7fe\" alt=\"\"></figure>\n<p><em>Image 1 a) Voile avec ouvertures b) Voile de cisaillement c) Poutre avec extrémités réduites et ouvertures d) Pile de pont e) Diaphragme de pont</em></p>\n<p>Les procédures standard de conception des sections transversales des structures en béton peuvent être utilisées dans les zones où l'hypothèse de Navier-Bernoulli de distribution des déformations au plan s'applique (région B). Les endroits où cette hypothèse ne s'applique pas sont appelés <strong>régions de discontinuité (régions D)</strong>. Il s'agit des parties des structures où apparaissent des charges concentrées ou où il y a un changement soudain de la section transversale tel qu'extrémités réduites (Image 1c), poutres voiles, voiles avec des ouvertures (Image 1a, 1b), consoles ou têtes de pieux. Dans le domaine de l'ingénierie des ponts, il s'agit par exemple des têtes de piliers (Image 1d), diaphragmes (Image 1e), déviateurs, etc.</p>\n<h2>1. Analogie des fermes</h2>\n<p>L'hypothèse de base lors de la définition d'un modèle d'analogie des fermes est que la résistance à la traction du béton est négligée. Une simple analogie des fermes consiste en des éléments agissant en compression et en traction, représentant le comportement ELU. En général, il ne s'agit pas d'un problème complexe et la définition d'une analogie des fermes de base (Image 2a) ne devrait pas poser de problème à un ingénieur expérimenté. Cependant, même pour cette tâche élémentaire, l'évaluation correcte du modèle conformément à la norme de conception peut être un processus fastidieux, manuel et itératif.</p>\n<figure data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aecb55f-dac0-47db-a25c-48082e5e70c4/Untitled%20design.png\" data-asset-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" data-image-id=\"59f28d4a-b793-4501-a11a-6ae6245cab70\" alt=\"\"></figure>\n<p><em>Image 2 a) Analogie des fermes, option 1 b) Analogie des fermes, option 2 c) Analogie des fermes, option 3</em></p>\n<p>Il faut évaluer les tiges, zones nodales et déformations transversales en traction dans les entretoises. Si le modèle ne satisfait pas la vérification, il faut ajuster la géométrie de l'analogie ou en créer une autre (Image 2b, 2c). Cela conduit souvent les ingénieurs en structure à ne choisir la géométrie de l'analogie des fermes qu'une seule fois et à n'évaluer que le ferraillage, ce qui peut causer une erreur substantielle. Cela peut conduire à une erreur substantielle. Le choix du modèle est toujours une question d'expérience. Pour des détails structurels plus complexes, le choix d'une analogie des fermes qui correspondra suffisamment au comportement réel de la structure peut ne pas être aussi facile que dans le cas ci-dessus. Par ailleurs, l'analogie des fermes ne permet de concevoir que des états limites ultimes. Elle ne permet pas la conception des <strong>états limites de service (déformation, fissuration)</strong> qui sont des critères critiques, en particulier dans les structures d'importance significative, car ils ont un impact direct sur la durée de vie de la structure.</p>\n<h2>2. Méthode des champs de contrainte compatibles – CSFM</h2>\n<p>La CSFM est une <strong>méthode non linéaire</strong> moderne pour l'analyse des régions D et des éléments dont le comportement peut être simplifié à une contrainte au plan, c'est-à-dire un modèle 2D. Cependant, elle repose toujours sur une hypothèse fondamentale et sûre des normes : <strong>le béton n'agit pas en traction</strong> et toute traction doit être transférée par le ferraillage. La méthode des champs de contrainte compatibles (CSFM) est une évolution des méthodes d'analogie des fermes et des champs de contrainte, supprimant leurs principaux inconvénients mentionnés ci-dessus : incertitudes dans la sélection du modèle, difficulté d'automatisation et incapacité à évaluer les états limites de service.</p>\n<figure data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9e760312-8401-44c8-aae1-020b514876fb/2.png\" data-asset-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" data-image-id=\"6552ad81-c0fa-4071-9b95-00d09eb9fea4\" alt=\"\"></figure>\n<p><em>Image 3 a) Déformation simple b) Contrainte principale c) CSFM</em></p>\n<p>Le principe de la CSFM peut être expliqué sur la <strong>contrainte simple </strong>de l'élément de base au plan d'une structure en béton armé. La figure 3a montre l'élément 2D de base en contrainte simple tel que nous le connaissons de tous les manuels sur l'élasticité et la résistance. Il s'agit de la contrainte en un point de la structure, obtenue par exemple par une analyse d'élasticité linéaire à l'aide de la méthode des éléments finis (MEF). L'élément est soumis à une contrainte normale horizontale σ<sub>x</sub>, une contrainte normale verticale σ<sub>z</sub> et une contrainte de cisaillement τ<sub>xz</sub>. À partir de ces contraintes, on peut déterminer les<strong> contraintes</strong> <strong>principales</strong> et leur direction définie par l'angle θ (Image 3b). L'élément est alors soumis à la contrainte de traction principale σ<sub>1</sub> et à la contrainte de compression principale σ<sub>2</sub>.</p>\n<p>Comment sera la déformation du même élément analysé par CSFM ? La déformation est illustrée à l'image 3c. Le béton en compression apparaît dans la direction de la contrainte de compression principale σ<sub>2</sub>. Un champ de contrainte avec une contrainte σ<sub>c2</sub> est généré. Comme mentionné ci-dessus, l'hypothèse de base est que le béton n'agit pas en traction. Par conséquent, la contrainte de traction principale transversale σ<sub>1</sub> ne sera pas transférée par le béton et une fissure apparaîtra perpendiculairement à cette direction. La contrainte σ<sub>c1r</sub> doit donc être zéro. Pour éviter la rupture de notre élément 2D, toutes les contraintes de traction doivent être transférées par le ferraillage (en bleu sur l'image 3c), qui doit faire partie du modèle de calcul.</p>\n<p>Si cette analyse de contrainte est effectuée à l'aide de CSFM de<strong> manière continue sur l'ensemble de la région 2D</strong> à résoudre, le résultat est un champ de compression continu dans le béton ainsi que les contraintes de traction et de compression dans le ferraillage. L'image 4 est une représentation graphique simplifiée du champ de contrainte CSFM. Outre les taux d'utilisation de béton et ferraillage, l'image indique également les directions variables des contraintes calculées σ<sub>c2</sub> le long des régions.</p>\n<figure data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc56c80f-67f3-481d-a2c8-26dacc258bb2/csfm%20explained%20%281%29.png\" data-asset-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" data-image-id=\"9739b6d6-2cbc-4745-a590-4a85f7e1862f\" alt=\"\"></figure>\n<p><em>Image 4 Résultats globaux de IDEA StatiCa Detail</em></p>\n<p>L'analyse d'un détail ou d'une structure à l'aide de <strong>CSFM est basée sur la méthode des éléments finis</strong>. Le béton est modélisé avec des éléments de voile 2D et le ferraillage avec des éléments 1D (Image 7). L'analyse n'est pas effectuée en une seule étape puisqu'il s'agit d'un problème non linéaire. Les charges sont appliquées par incréments au cours du calcul et la solution du système d'équations non linéaires est trouvée à l'aide de la <strong>méthode de Newton-Raphson</strong>.</p>\n<p>Les fissures fictives (ε<sub>1</sub> étant la valeur moyenne) sont « formées » perpendiculairement à la direction des contraintes principales qui peut changer au cours du calcul non linéaire car l'élément « est fissuré progressivement » à chaque incrément de charge. En résumé, on considère une fissure rotative fictive sans contrainte.</p>\n<p>Le résultat de la solution MEF utilisant CSFM est un champ de contrainte compatible (c'est-à-dire que le béton ne se décompose pas en éléments individuels agissant indépendamment dans le modèle) et l'état de déformation qui sont continus dans l'ensemble du domaine 2D en cours de résolution. Il s'agit d'un avantage majeur par rapport aux approches classiques d'analogie des fermes qui permet d'automatiser et affiner le modèle de calcul comme décrit dans les paragraphes suivants.</p>\n<figure data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/40e41bf7-4a81-4245-bd1b-843963c104e8/3.png\" data-asset-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" data-image-id=\"c5bf3113-2223-4ddc-bbab-2131db37ac0c\" alt=\"\"></figure>\n<p><em>Image 5 Principe du ramollissement du béton</em></p>\n<p>La formulation simple de CSFM permet d'utiliser le diagramme standard de contrainte-déformation uniaxial parabolique-rectangulaire pour le béton en compression conformément à la norme. Comme on le sait, la résistance à la compression du béton diminue lorsque le béton est endommagé par des fissures transversales (Image 5). Cet effet dit <strong>ramollissement par compression </strong>est inclus dans la méthode en prenant automatiquement en compte la résistance effective à la compression du béton.</p>\n<p>Le coefficient de réduction k<sub>c</sub> est déterminé en fonction du niveau des déformations transversales par traction ε<sub>1</sub> et le diagramme de contrainte-déformation du béton est ajusté (Image 5). Puisqu'on connait le champ des déformations dans l'ensemble de la structure, la résistance effective à la compression du béton peut être calculée automatiquement dans les sections individuelles selon le niveau local des déformations transversales par traction ε<sub>1</sub>.</p>\n<figure data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/51628156-5014-4501-8f28-9f3b93783840/1.png\" data-asset-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" data-image-id=\"6c73faf0-64d4-41ce-b816-520ccadff05a\" alt=\"\"></figure>\n<p><em>Image 6 Principe de raidissement par traction</em></p>\n<p>En outre, CSFM prend en compte l'<strong>effet de raidissement</strong> du béton en traction entre les fissures sur le ferraillage, appelé raidissement par traction. Dans le modèle de calcul, le degré de ferraillage moyen ε<sub>m</sub> est utilisé. Le diagramme de contrainte-déformation du ferraillage est alors modifié (Image 6). Cela permet une représentation réaliste de la rigidité de la structure en béton armé endommagée par des fissures. Cependant, il est toujours vrai que la résistance à la traction du béton ne contribue pas à la capacité ultime. La contrainte maximale dans le ferraillage σ<sub>sr</sub> dans les fissures est essentielle pour la conception (Image 6).</p>\n<p>CSFM utilise des modèles de matériaux uniaxiaux communs (diagrammes de contrainte-déformation) définis dans les <strong>normes de conception</strong>. L'approche standard, la méthode des coefficients partiels de sécurité, est ensuite utilisée pour évaluer l'ELU. La simplicité de la méthode la rend adaptée à la pratique de l'ingénierie et est cohérente avec les normes de conception.</p>\n<p>Même s'il s'agit d'une analyse MEF non linéaire, l'ingénieur en structure n'a pas besoin de saisir des attributs supplémentaires des matériaux et des caractéristiques du béton au calcul qui peuvent même ne pas être disponibles lors de la conception et qui sont nécessaires, par exemple, pour les analyses MEF non linéaires basées sur la mécanique de la rupture. Comme indiqué précédemment, l'un des principaux avantages de l'analyse CSFM, outre les états limites ultimes, est la capacité d'évaluer les <strong>états limites de service : flèche, limites de contrainte et, en particulier, ouverture des fissures</strong>.</p>\n<figure data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8fd3f66a-63b9-4aba-bb10-9e12889ed7d4/Finite%20element%20model.png\" data-asset-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" data-image-id=\"6c090b06-f906-4e6e-9016-d73de172f321\" alt=\"\"></figure>\n<p><em>Image 7 Exemple de représentation d'un modèle d'éléments finis dans IDEA StatiCa Detail</em></p>\n<p>(Image 7) Le modèle MEF dans CSFM est composé de plusieurs types d'éléments finis :</p>\n<ul>\n <li>Élément 1D avec rigidité axiale pour le ferraillage</li>\n <li>Élément 2D isoparamétrique pour le béton</li>\n <li>Ressorts pour le modèle d'ancrage du ferraillage avec extrémité traitée</li>\n <li>Élément 2D spécial pour modéliser la cohésion entre le ferraillage et le béton</li>\n <li>Contraintes rigides et interpolantes (contraintes multipoints, MPC) entre les éléments de cohésion et le béton</li>\n</ul>\n<p>Si le ferraillage conçu empêche la rupture fragile de l'élément, il a été démontré que la méthode CSFM donne de très bonnes prédictions de la réponse et de la capacité ultime de la structure malgré la simplicité de la formulation. Autrement dit, la méthode n'est pas adaptée, par exemple, à la conception de poutres sans ferraillage de cisaillement transversal qui présentent un potentiel de comportement fragile. Les <a data-item-id=\"1e879886-9e36-49e1-acb1-e6001361531f\" href=\"\">vérifications</a> de la méthode, y compris des expériences, sont données dans [1]. Une description plus détaillée de la méthode dépasse le cadre du présent document et peut également être trouvée dans la <a data-item-id=\"0000c94c-b603-48c4-8d31-bc56d7c95886\" href=\"\">Base théorique</a>.</p>\n<p>Il est clair que les principes de la méthode CSFM sont généraux et son application n'est donc pas limitée aux régions de discontinuité, mais peut être utilisée pour modéliser des éléments entiers, par exemple des poutrelles préfabriquées, et lorsque l'élément peut être simplifié en un modèle 2D au plan. La méthode et sa mise en œuvre dans le logiciel (IDEA StatiCa Detail) ont également été développées avec la possibilité de saisir le <strong>ferraillage précontraint et post-contraint</strong>.</p>\n<h2>3. Exemple de conception d'une tête de pilier</h2>\n<p>L'application pratique de CSFM est illustrée par la conception de tête de pilier de pont à l'image 8. Il s'agit du deuxième pilier d'un pont continu avec trois travées de 30,0 m, 42,0 m et 30,0 m. La tête du pilier en béton armé est conçue en béton C40/50 et son épaisseur (dans la direction longitudinale du pont) est 2,0 m.</p>\n<figure data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7bd9ebbf-5d30-448a-93e2-c89641d05677/4.png\" data-asset-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" data-image-id=\"9d541a10-b879-4d35-a6f8-4e85fa9843a6\" alt=\"\"></figure>\n<p><em>Image 8 Tête de pilier : a) Conception sommaire ; b) Contrainte de compression dans le béton en ELU ; c) Contrainte de traction dans le ferraillage en ELU ; d) Ouverture des fissures en ELS</em></p>\n<p>Au sommet de la tête de pilier, une poutre transversale avec le ferraillage B500 20xϕ28+20xϕ25 – les quatre couches supérieures – a été conçue tout d'abord. L'image 8a montre une conception sommaire à l'état limite ultime, indiquant les contraintes de compression dans le béton, les directions des contraintes de compression et les contraintes dans le ferraillage. La distribution plus détaillée des contraintes dans le béton et ferraillage est ensuite documentée dans les images 8b et 8c. Le ferraillage transversal se trouve juste en dessous de la limite d'élasticité et les contraintes dans le béton (et les déformations relatives) sont satisfaisantes à l'ELU. Cependant, le résultat du calcul de l'ouverture des fissures (image 8d) montre que la conception ne satisfait pas à l'<strong>ELS </strong>: w<sub>max</sub> = 0,36 mm > w<sub>lim</sub> = 0,3 mm. <strong>Pour respecter l'ouverture des fissures limite, il est nécessaire d'augmenter le ferraillage </strong>de la poutre transversale à 20xϕ32+20xϕ28. Dans le cas de w<sub>lim</sub> = 0,2 mm (par exemple pour un pilier près d'une route générant une projection des sels, niveau d'influence environnementale XF2), le ferraillage de la poutre transversale devrait être augmentée encore plus à 24xϕ32+24xϕ28.</p>\n<h2>Conclusion</h2>\n<p>CSFM convient à la pratique de l'ingénierie parce que la méthode utilise des <strong>modèles de matériaux simples définis dans la norme de conception</strong>. En plus des états limites ultimes, elle permet également de concevoir les états limites de service dont l'évaluation était auparavant difficile à imaginer en utilisant l'analogie des fermes. En introduisant la méthode dans <strong>IDEA StatiCa Detail</strong>, il est alors possible de capturer de manière réaliste la réponse de la structure et de concevoir et évaluer les régions de discontinuité et les assemblages plus importants de manière efficace et sûre.</p>\n<p>La CSFM a été développée principalement grâce au travail du professeur Walter Kaufmann, directeur de l'ingénierie structurelle de l'École polytechnique fédérale de Zurich (EPFZ). Lui et son équipe ont également <a data-item-id=\"0dd36e25-63b2-4d63-a33e-6043644fda4f\" href=\"\">vérifié la méthode et sa mise en œuvre logicielle</a>.</p>\n<h2>Littérature</h2>\n<p>[1] KAUFMANN, Walter, et al : Compatible stress field design of structural concrete, ETH Zurich, 2020, ISBN 978-3-906916-95-8,</p>\n<p>[2] KAUFMANN, W., MARTI, P. : Structural Concrete : Cracked Membrane Model. Journal of Structural Engineering 124 (12) : 1467-75, 1998 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1467)</p>\n<p>[3] KRAUS, M., M. WEBER, W. KAUFMANN, W, BOBEK, L. : Numerical analysis of experimentally tested frame corners with opening moments using the Compatible Stress Field Method (CSFM). In : Computational Modelling of Concrete and Concrete Structures, pp. 694-03. CRC Press, 2022 <a href=\"https://doi.org/10.1201/9781003316404\">https://doi.org/10.1201/9781003316404</a></p>\n<h2>Auteur de l'article</h2>\n<p>Ing. Pavel Kaláb, PhD.</p>\n<p>IDEA StatiCa s.r.o.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "Corbels/Brackets",
"codename": "corbels_brackets"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Coupling beams",
"codename": "coupling_beams"
},
{
"name": "Cracks",
"codename": "cracks"
},
{
"name": "Deflections",
"codename": "deflections"
},
{
"name": "Diaphragms",
"codename": "diaphragms"
},
{
"name": "Pier caps",
"codename": "pier_caps"
},
{
"name": "Openings",
"codename": "openings"
},
{
"name": "Reinforcement",
"codename": "reinforcement"
},
{
"name": "SLS",
"codename": "sls"
},
{
"name": "Stress in reinforcement",
"codename": "stress_in_reinforcement"
},
{
"name": "ULS",
"codename": "uls"
},
{
"name": "Wall",
"codename": "wall"
},
{
"name": "Bridges",
"codename": "bridges"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"detail_theoretical_background"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 10000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "csfm-expliquee"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"csfm-expliquee\",\"[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": "Méthode des champs de contrainte compatibles (CSFM)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Méthode des champs de contrainte compatibles (CSFM) est une extension des méthodes établies utilisées pour les régions de discontinuité. Quelle est la différence entre CSFM et l'analogie des fermes ? Tout cela à notre article introductoire."
},
"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": "<p><br></p>"
},
"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": "csfm___how_it_works__code_compliance__validation_a",
"collection": "default",
"id": "eaab962d-ba44-4ee0-8fa7-45193c9f52b5",
"language": "fr-FR",
"lastModified": "2025-02-25T14:13:01.086305Z",
"name": "CSFM explained",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Modèles paramétriques dans Connection Library"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "release note intro slideparametric.png",
"description": null,
"type": "image/png",
"size": 204706,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/139867d9-1f69-48a5-90d1-0f79cd86f52e/release%20note%20intro%20slideparametric.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": "Connection Library prend en charge les modèles paramétriques, simplifiant le flux de travail des concepteurs d’assemblage. Elle permet de créer et d’utiliser un ensemble universel de modèles, facilement personnalisables et applicables à divers scénarios de conception."
},
"content": {
"images": [
{
"description": null,
"imageId": "6359b9fa-158a-4310-b5da-045f09457bf6",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png",
"height": 800,
"width": 1355
},
{
"description": null,
"imageId": "5de639e8-ed39-46ec-b976-8b542a884951",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png",
"height": 800,
"width": 1357
},
{
"description": null,
"imageId": "b3f55ab2-d7c7-43a3-a143-e9b22dd2318c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png",
"height": 800,
"width": 1600
},
{
"description": null,
"imageId": "088d4e9e-2275-4a46-ba2c-563cd28ba6c3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png",
"height": 800,
"width": 1322
},
{
"description": null,
"imageId": "2a3a3db4-b18c-4e2c-a09d-5774aa412487",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png",
"height": 800,
"width": 1180
},
{
"description": null,
"imageId": "bb5a4e57-69fe-4255-b4f5-adb95bf8a794",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png",
"height": 800,
"width": 1280
},
{
"description": null,
"imageId": "737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png",
"height": 120,
"width": 1091
},
{
"description": null,
"imageId": "618d872c-8d91-4f63-98b3-d45e7e9c17e2",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png",
"height": 644,
"width": 1438
},
{
"description": null,
"imageId": "dfb6b20b-9c5f-46b7-b003-b1ca968c6f89",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png",
"height": 1153,
"width": 1919
}
],
"linkedItemCodenames": [
"n698fc8a8_25b1_016d_9bfc_52f86a474d95",
"n894962c2_9e8f_01ba_11c7_5f16f7e8d9c6",
"untitled_content_item_1085ffa"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Propriétés communes des modèles paramétriques"
},
"id": {
"name": "ID",
"type": "text",
"value": "Common-properties-in-parametric-template"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n698fc8a8_25b1_016d_9bfc_52f86a474d95",
"collection": "default",
"id": "698fc8a8-25b1-016d-9bfc-52f86a474d95",
"language": "fr-FR",
"lastModified": "2025-11-26T07:28:58.1492195Z",
"name": "698fc8a8-25b1-016d-9bfc-52f86a474d95",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Améliorations de l'ensemble prédéfini (dans la version 25.1)"
},
"id": {
"name": "ID",
"type": "text",
"value": "25-1-predefined-set"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n894962c2_9e8f_01ba_11c7_5f16f7e8d9c6",
"collection": "default",
"id": "894962c2-9e8f-01ba-11c7-5f16f7e8d9c6",
"language": "fr-FR",
"lastModified": "2025-11-26T07:28:58.1492195Z",
"name": "894962c2-9e8f-01ba-11c7-5f16f7e8d9c6",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
"[Circular Reference]"
],
"links": [
{
"codename": "design_v2",
"linkId": "b0a659df-8f92-4d1f-abb6-2efa02bad946",
"urlSlug": "conception-d-attaches",
"type": "landing_page"
},
{
"codename": "rn_24_0__parametric_templates_in_connection_librar_e598296",
"linkId": "e5982961-3fb7-424b-9b44-dfd731b836d4",
"urlSlug": "parametric-design-for-steel-connections",
"type": "support_center_article"
},
{
"codename": "connection_library___landing_page_2023",
"linkId": "d462d4fd-c84f-4b3b-8111-c248b270291b",
"urlSlug": "idea-statica-bibliotheque-des-assemblages",
"type": "landing_page"
},
{
"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": "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_25_0__combination_of_parametric_template_and_un",
"linkId": "e8d3e9e8-0671-460a-bc80-22eb894538ca",
"urlSlug": "combinaison-de-modèle-paramétrique-et-une-opération-indépendant",
"type": "support_center_article"
},
{
"codename": "rn_25_1__release_notes_idea_statica_25_1___full_li",
"linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
"urlSlug": "notes-de-version-idea-statica-25-1",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Dans IDEA StatiCa <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a>, les utilisateurs ont la possibilité de créer des modèles d'assemblage en utilisant des paramètres (relations définies entre des entités individuelles). La conception paramétrique permet aux utilisateurs de concevoir des assemblages standardisées de manière efficace - <strong>lisez comment travailler avec les paramètres</strong> <a data-item-id=\"e5982961-3fb7-424b-9b44-dfd731b836d4\" href=\"\">dans cet article.</a></p>\n<p>L'intégration de <strong>modèles paramétriques</strong> dans <a data-item-id=\"d462d4fd-c84f-4b3b-8111-c248b270291b\" href=\"\">Connection Library</a> offre une approche transformationnelle des flux de travail des concepteurs d'assemblage. <strong>Elle permet aux utilisateurs de créer et d'utiliser une collection universelle de modèles qui peuvent être facilement personnalisés et déployés dans différents contextes de conception.</strong></p>\n<h2>Comment cela fonctionne-t-il ?</h2>\n<p>L'utilisateur peut télécharger lassemblage créé vers son entreprise ou son ensemble personnel, comme pour n'importe quelle conception, et il peut même le faire <strong>avec les paramètres définis</strong>. Une fois que la même géométrie est présente dans le projet et que la solution peut être répétée, l'utilisateur peut appliquer cette conception préparée à l'avance (modèle) avec tous les paramètres.</p>\n<figure data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0a53fd0-929f-4053-9c8c-37b522604485/parametric_template_3.png\" data-asset-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" data-image-id=\"6359b9fa-158a-4310-b5da-045f09457bf6\" alt=\"\"></figure>\n<p>En outre, après avoir proposé le modèle, il est possible de <strong>modifier les paramètres directement</strong> <strong>dans la fenêtre de conception principale</strong> et il n'est pas nécessaire de passer en mode développeur. Cet environnement convivial permet aux utilisateurs moins expérimentés de travailler avec des paramètres prédéfinis en toute sécurité selon les préréglages des concepteurs seniors.</p>\n<figure data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/21f4f5f7-4808-4e52-ad70-4c7446950a47/parametric_template_5.png\" data-asset-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" data-image-id=\"5de639e8-ed39-46ec-b976-8b542a884951\" alt=\"\"></figure>\n<p>L'optimisation ultérieure est très simple, car il est possible d'éviter de modifier chaque entité une par une lors de l'utilisation des opérations.</p>\n<p>En modifiant un paramètre, <strong>plusieurs étapes</strong> peuvent être réalisées en même temps. Par exemple, lorsque l'on modifie la largeur de l'élargisseur, ce n'est pas seulement l'élargisseur lui-même qui est affecté, mais aussi toutes les soudures associées et l'emplacement du raidisseur :</p>\n<figure data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a920b12e-d9f6-4545-9616-2b4e45b7c256/parametric_template_4.png\" data-asset-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" data-image-id=\"b3f55ab2-d7c7-43a3-a143-e9b22dd2318c\" alt=\"\"></figure>\n<p>Les modifications verrouillées dans la liste des propriétés de certaines opérations de fabrication sont désactivées dans de tels cas. Cependant, si l'utilisateur le souhaite, il peut casser les paramètres à l'aide du bouton<strong>\"exploser</strong>\" et continuer à modifier les opérations.</p>\n<p>Les modèles auxquels les paramètres sont liés sont marqués d'un {p} minuscule. Plusieurs modèles paramétriques ont déjà été préparés et mis à disposition dans le <strong>jeu de modèles prédéfinis par l'équipe IDEA StatiCa</strong>.</p>\n<figure data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1f541105-3c13-4356-9547-4495dfdbfdce/parametric_template_1.png\" data-asset-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" data-image-id=\"088d4e9e-2275-4a46-ba2c-563cd28ba6c3\" alt=\"\"></figure>\n<h2>Quels sont les avantages des modèles paramétriques ?</h2>\n<ul>\n <li><strong>Modèles universels</strong>: Les concepteurs peuvent accéder à une large collection de modèles paramétriques à partir de Connection Library. Ces modèles sont conçus pour être universellement applicables et constituent une base solide pour un large éventail de projets.</li>\n <li><strong>Personnalisation paramétrique</strong>: Grâce à l'onglet Développeur, les utilisateurs peuvent définir des paramètres spécifiques pour chaque modèle, ce qui permet un haut degré de personnalisation et de flexibilité dans la conception.</li>\n <li><strong>Identification des modèles</strong>: Les modèles paramétriques sont facilement identifiables par le symbole {p}, ce qui permet aux utilisateurs de les reconnaître et de les sélectionner rapidement pour leurs projets.</li>\n <li><strong>Filtrage amélioré de la bibliothèque</strong>: Le filtre de la fenêtre de proposition de Connection Library permet aux utilisateurs de trouver efficacement des modèles paramétriques parmi l'offre étendue de la bibliothèque.</li>\n <li><strong>Contrôle de la publication</strong>: Lorsqu'un assemblage contient des paramètres, les concepteurs ont la possibilité de publier ces modèles paramétriques dans Connection Library. Cette fonctionnalité permet de partager des modèles personnalisés avec l'ensemble de la communauté des utilisateurs ou de les garder confidentiels pour un usage individuel ou interne.</li>\n</ul>\n<h2>Impact sur le flux de travail</h2>\n<p>L'inclusion de modèles paramétriques dans Connection Library représente une avancée significative dans le processus de conception pour les concepteurs d'assemblage. Cette fonctionnalité simplifie le processus de conception en fournissant :</p>\n<ul>\n <li><strong>Efficacité</strong>: L'utilisation de modèles accélère la phase de conception, ce qui permet des itérations et des modifications plus rapides.</li>\n <li><strong>Cohérence</strong>: Les modèles paramétriques garantissent la cohérence de la conception d'un projet à l'autre, ce qui est essentiel pour maintenir les normes et la qualité.</li>\n <li><strong>Collaboration</strong>: La possibilité de partager des modèles personnalisés améliore la collaboration entre les équipes et avec l'ensemble de la communauté des concepteurs.</li>\n <li><strong>Personnalisation</strong>: Les concepteurs peuvent adapter les modèles aux exigences spécifiques d'un projet, ce qui améliore la précision et l'efficacité de la conception.</li>\n</ul>\n<p><em>Disponible dans le </em><a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\"><em>patch 23.1.5 d'IDEA StatiCa</em></a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n698fc8a8_25b1_016d_9bfc_52f86a474d95\"></object>\n<h2>Jeux de contrôle par défaut dans les opérations</h2>\n<p>La conception d'un assemblage par paramètres consiste à définir des paramètres uniques spécifiques à chaque type d'assemblage d'une part. D'autre part, il y a des paramètres qui sont utilisés presque toujours en raison des pratiques d'ingénierie courantes, telles qu'un ensemble de soudures, de fixations et de matériaux.</p>\n<p>Pour simplifier la création de modèles paramétriques et accéder à ces paramètres à tout moment, nous incluons ces contrôles en tant qu'ensembles par défaut dans la racine de l'opération.</p>\n<p>Lorsque vous sélectionnez Opérations, les paramètres suivants sont disponibles par défaut :</p>\n<ul>\n <li>Réglage de la soudure : <strong>Méthode de dimensionnement</strong> et <strong>matériau de</strong> la soudure (24.0.5)</li>\n <li>Paramètres du boulon : <strong>Type</strong>, <strong>plan de cisaillement dans le filetage</strong> et <strong>transfert de l'effort de cisaillement</strong> (24.1.0)</li>\n <li>Paramétrage des platines: <strong>Matériau </strong>(24.1.0)</li>\n</ul>\n<figure data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23570977-6342-4a3e-adc8-2563c3e0028f/common%20properties%201.png\" data-asset-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" data-image-id=\"2a3a3db4-b18c-4e2c-a09d-5774aa412487\" alt=\"\"></figure>\n<p>Ces commandes définissent la propriété spécifique pour l'ensemble du modèle d'assemblage à toutes les opérations et sont affichées dans la racine des opérations par défaut. Ils ne modifient pas les propriétés des éléments de structure, mais uniquement les opérations de fabrication.</p>\n<p>Si l'une des propriétés liées au contrôle <strong>est utilisée dans un paramètre</strong> du modèle paramétrique, le contrôle est automatiquement désactivé. Ce comportement permet d'éviter d'influencer la même propriété à partir de deux endroits et, par conséquent, de gâcher les détails de l'assemblage par des boucles dans les paramètres.</p>\n<p>En outre, ces contrôles sont également affichés sans modèle paramétrique, ce qui permet d'effectuer des modifications rapides et d'unifier les propriétés de n'importe quel modèle d'assemblage.</p>\n<h2>Quels sont les avantages ?</h2>\n<ul>\n <li>Pour l'<strong>utilisateur du modèle paramétrique</strong> (par exemple, l'utilisateur junior), toutes les opérations sont désactivées (en lecture seule). Cependant, la <strong>modification du matériau, de la classe de boulons ou du matériau de la platine</strong> reste une action couramment attendue. Toutefois, si un seul paramètre manque dans le modèle paramétrique, celui-ci devient inutilisable. Les propriétés communes telles que les soudures, les boulons et les matériaux peuvent désormais être contrôlées dans chaque modèle paramétrique à l'aide des commandes par défaut affichées sous les paramètres.</li>\n <li>L'ajout de ces contrôles <strong>simplifie le travail du créateur du modèle</strong> (par exemple, l'utilisateur principal) <strong>lors de la préparation des modèles paramétriques</strong>. Désormais, il n'est plus nécessaire de créer manuellement des paramètres spéciaux pour modifier des propriétés communes telles que les soudures, les boulons et les matériaux.</li>\n <li>Parfois, vous souhaitez <strong>unifier les nuances de boulons ou de platines et les matériaux de soudure</strong> dans l'ensemble du détail de l'assemblage, même si le <strong>modèle paramétrique n'est pas utilisé</strong>. Cela peut être facilement réalisé soit en multi-sélectionnant dans l'arbre et en éditant des opérations du même type (néanmoins, dans ce cas, cela doit être fait plusieurs fois pour chaque groupe d'opérations séparément), soit il est maintenant possible de <strong>modifier la propriété demandée</strong> ou de vérifier si la même propriété est utilisée <strong>en un seul clic</strong>.</li>\n</ul>\n<figure data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/937c9874-ecb7-4e00-ba25-790f70433722/common%20properties%202.png\" data-asset-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" data-image-id=\"bb5a4e57-69fe-4255-b4f5-adb95bf8a794\" alt=\"\"></figure>\n<p><em>Disponible dans </em><a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\"><em>IDEA StatiCa version 24.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n894962c2_9e8f_01ba_11c7_5f16f7e8d9c6\"></object>\n<h2>Améliorations de l'ensemble prédéfini</h2>\n<p>Plusieurs améliorations ont été apportées aux <strong>modèles paramétriques créés par l'assistant</strong> afin d'améliorer la convivialité, la clarté et la cohérence du modèle.</p>\n<ul>\n <li>Les messages de validation ont été affinés, seuls les messages fonctionnels et pertinents sont désormais affichés, tels que le type d'élément incorrect, la compatibilité de section transversale ou les problèmes de définition de la charge.</li>\n <li>Les textes des messages ont également été réécrits pour une meilleure lisibilité et une plus grande précision technique.</li>\n</ul>\n<figure data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ae6b21b1-c930-4ad9-859f-f1753f5d321a/25-1%20predefined%20set%202.png\" data-asset-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" data-image-id=\"737a4cd3-cdfd-44d9-b4ef-6bdd0ed27699\" alt=\"\"></figure>\n<ul>\n <li>Les modèles conservent désormais correctement les <strong>données de section transversale</strong> pour les cornières et les éléments de raidissement, ce qui garantit une génération précise de la géométrie.</li>\n <li>Les <strong>sections transversales personnalisées (CCS) stockées dans MPRL</strong> sont incluses dans les modèles et automatiquement appliquées aux nouveaux modèles.</li>\n <li>Une nouvelle <strong>méthode d'opération Workplane, Intersection</strong>, permet d'utiliser les modèles pour les éléments se terminant dans les directions X+ et X- dans Checkbot, avec un décalage réglable et un positionnement sur le bord proche ou éloigné de l'élément concerné.</li>\n</ul>\n<figure data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6c417587-c02f-4a0b-933f-9a3c4071f6ac/25-1%20predefined%20set%203.png\" data-asset-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" data-image-id=\"618d872c-8d91-4f63-98b3-d45e7e9c17e2\" alt=\"\"></figure>\n<p>Grâce à cette nouvelle fonction, les modèles sont applicables aux toutes les deux extrémités dans Checkbot.</p>\n<figure data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c3991f2a-98fe-4c99-a1b7-a6875607d42d/25-1%20predefined%20set%204.png\" data-asset-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" data-image-id=\"dfb6b20b-9c5f-46b7-b003-b1ca968c6f89\" alt=\"\"></figure>\n<p>Les modèles paramétriques peuvent également être <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\">combinés entre eux ou avec des opérations de fabrication standard</a>.</p>\n<p><em>Disponible dans </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa version 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
},
"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": [],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Connection",
"codename": "connection"
},
{
"name": "Connection Library",
"codename": "connection_browser"
},
{
"name": "v24.0",
"codename": "n24_0"
},
{
"name": "Parametric design",
"codename": "parametric_design"
},
{
"name": "v24.1",
"codename": "v24_1"
},
{
"name": "v25.1",
"codename": "v25_1"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"parametric_design",
"rn_25_0__combination_of_parametric_template_and_un",
"rn_24_1__release_notes_idea_statica_24_1"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Parametric design options for IDEA StatiCa Connection"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "parametric design.png",
"description": null,
"type": "image/png",
"size": 112533,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/777bce12-a32f-4c68-8e41-a2ee8fd1ab55/parametric%20design.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": "Parametric design is an approach to design that uses parameters and algorithms to create and manipulate design elements. In parametric design, the relationships between different elements are defined by mathematical equations or rules, allowing for the creation of complex and dynamic forms."
},
"content": {
"images": [
{
"description": null,
"imageId": "e93a1b75-bc75-444b-9fe3-d5962e57d6cf",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png",
"height": 403,
"width": 1192
},
{
"description": null,
"imageId": "bfb209b9-eaf3-43e2-a9ca-156e319a9af2",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png",
"height": 730,
"width": 876
},
{
"description": null,
"imageId": "2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png",
"height": 516,
"width": 1037
},
{
"description": null,
"imageId": "d5031aac-2e03-4337-9140-af48d6c0560c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png",
"height": 273,
"width": 1537
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "rn_23_0__ux_improvements_of_parametric_design",
"linkId": "43f3dfc4-bff8-464b-b284-da70ec8f5120",
"urlSlug": "ux-features-in-parametric-design",
"type": "support_center_article"
},
{
"codename": "rn_23_0__template__copy___copy___copy___copy_",
"linkId": "be1bc111-ddd8-4cca-b85c-a479c3dde877",
"urlSlug": "setting-up-parametric-design-with-developer-tab",
"type": "support_center_article"
},
{
"codename": "rhino_grasshopper",
"linkId": "32829f8b-a27e-470c-b287-790c64805a9d",
"urlSlug": "Rhino_Grasshopper",
"type": "bim_link"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>In IDEA StatiCa, there are three possible areas to work with parametric design effectively.</p>\n<h2>Parameters in IDEA StatiCa Connection</h2>\n<p>The first usage of parametric design is the simplest. Each element, like a member, plate, bolt, or weld, can be defined by its shape, position, and material. </p>\n<p>For this purpose, you'll need to enable the <strong>Developer mode</strong> in Project / Preferences / Advanced Settings. </p>\n<figure data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/859245fb-d6ee-4d79-ad1f-2228306e1088/parameters.png\" data-asset-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" data-image-id=\"e93a1b75-bc75-444b-9fe3-d5962e57d6cf\" alt=\"\"></figure>\n<p>In the tab <strong>Parameters</strong>, you can add Numbers (decimal sign is dot), Text (please use simple quotes), and even Equation. </p>\n<p>To link this parameter to the items defined by the Operations, just click on the <strong>Link</strong> icon. </p>\n<figure data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fc7c719-63a1-4bfe-bf4f-5eb9605165d3/link-par.png\" data-asset-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" data-image-id=\"bfb209b9-eaf3-43e2-a9ca-156e319a9af2\" alt=\"\"></figure>\n<p>The button <strong>Set to model</strong> allows you to overwrite initial values to the Parameter values.</p>\n<p>To get acquainted with all possibilities about the parameters, please look at the <a href=\"https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Reference guide</a>.</p>\n<p>More about this theme can be found also in the articles <a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX features in parametric design</a> and <a data-item-id=\"be1bc111-ddd8-4cca-b85c-a479c3dde877\" href=\"\">Setting up parametric design with Developer Tab</a>.</p>\n<h2>Plugin for Rhino/Grasshopper</h2>\n<p>Grasshopper3d is a visual programming package attached to the powerful modeling CAD software <a href=\"https://www.rhino3d.com/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">Rhino3d</a>.</p>\n<p>Combining Grasshopper with IDEA StatiCa's Open Model and APIs creates an extremely powerful platform for the parametric definition of complex connection geometry plus the automation and optimization of connections.</p>\n<figure data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a070a736-1da4-4e4f-a22f-baaad9dc2506/GH.png\" data-asset-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" data-image-id=\"2dbb51db-5611-4e2c-8a8e-6fb5ab054c8c\" alt=\"\"></figure>\n<p>The plugin can be used in several ways:</p>\n<ul>\n <li>it enables the creation of complex joints, even without an IDEA Connection license</li>\n <li>import of a structure (SAF model, IOM model) and a bulk calculation of specified joints</li>\n <li>optimizing joints in terms of shape, material, etc., using parameters </li>\n</ul>\n<p>For more, please visit <a data-item-id=\"32829f8b-a27e-470c-b287-790c64805a9d\" href=\"\">Rhino to IDEA StatiCa workflow</a>.</p>\n<h2>Design API's</h2>\n<p>IDEA StatiCa provides several general API's for the different apps and services that we provide. This is an excellent place to start if you are a computational designer or software developer looking to perform automated structural design and optimization tasks. Design API's are targeted toward both Python and C#/.Net users. </p>\n<figure data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9b0fff41-e68a-482a-a613-5f638d9e46c4/api.png\" data-asset-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" data-image-id=\"d5031aac-2e03-4337-9140-af48d6c0560c\" alt=\"\"></figure>\n<p><a href=\"https://developer.ideastatica.com/docs/api/api_overview.html\">You can start here</a> or visit the <a href=\"https://github.com/idea-statica\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa GitHub</a>. </p>"
},
"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": "Expert",
"codename": "expert"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Grasshopper",
"codename": "grasshoper"
},
{
"name": "Modeling",
"codename": "modeling"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rhino_grasshopper",
"grasshopper___introduction_to_the_plugin_component"
],
"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": "parametric-design-options-for-idea-statica-connection"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"parametric-design-options-for-idea-statica-connection\",\"[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": "Parametric design options for IDEA StatiCa Connection"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "In IDEA StatiCa, there are three possible areas to work with parametric design effectively - parameters in IDEA StatiCa Connection, plugin for Rhino/Grasshopper, and design API's."
},
"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": "<p><br></p>"
},
"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": "parametric_design",
"collection": "default",
"id": "ee14da53-9099-477b-81f6-e2a9463d99f0",
"language": "fr-FR",
"lastModified": "2025-08-29T18:09:12.6814154Z",
"name": "Parametric design options for IDEA StatiCa Connection",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Combinaison de modèles paramétriques et d'opérations"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Combination of parametric template and unrelated operations 0.png",
"description": null,
"type": "image/png",
"size": 167088,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6b87ac5-5963-4b17-8d3d-aa097d95a325/Combination%20of%20parametric%20template%20and%20unrelated%20operations%200.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": "En combinant plusieurs modèles paramétriques avec une opération standard, la conception reste simple grâce aux paramètres utilisés dans un assemblage standard, mais peut couvrir n'importe quelle géométrie avec une opération supplémentaire."
},
"content": {
"images": [
{
"description": null,
"imageId": "6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png",
"height": 538,
"width": 933
},
{
"description": null,
"imageId": "057ed665-6c69-4289-a73f-e6f1a1ec2eab",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png",
"height": 720,
"width": 1149
},
{
"description": null,
"imageId": "469133e6-02f2-4633-a6bb-13c9a60b90ca",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png",
"height": 722,
"width": 1180
},
{
"description": null,
"imageId": "a19c95a5-5ea2-4547-b285-93c567b3756f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png",
"height": 807,
"width": 1545
},
{
"description": null,
"imageId": "a1447ded-0c67-4159-a0e9-4dc6f2191680",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png",
"height": 850,
"width": 1452
},
{
"description": null,
"imageId": "96b93f50-8f0f-4083-b609-30dcf973f3b5",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png",
"height": 491,
"width": 1037
}
],
"linkedItemCodenames": [
"n429cfc7e_7ebf_0119_b91d_f4cc9164e2bf",
"untitled_content_item_1085ffa"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Combinez plusieurs modèles paramétriques"
},
"id": {
"name": "ID",
"type": "text",
"value": "25-1-more-templates"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n429cfc7e_7ebf_0119_b91d_f4cc9164e2bf",
"collection": "default",
"id": "429cfc7e-7ebf-0119-b91d-f4cc9164e2bf",
"language": "fr-FR",
"lastModified": "2025-11-26T05:13:00.518625Z",
"name": "429cfc7e-7ebf-0119-b91d-f4cc9164e2bf",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
"[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": "rn_25_1__release_notes_idea_statica_25_1___full_li",
"linkId": "44b90fbb-8348-4643-8966-823b2c71587b",
"urlSlug": "notes-de-version-idea-statica-25-1",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Beaucoup de nœuds d'une structure réelle ne peuvent pas être couverts individuellement par un type d'assemblage standard. Les concepteurs divisent ces nœuds en assemblages distincts et les vérifient à l'aide d'outils simples ou de feuilles de calcul Excel sans tenir compte de leur interaction, ce qui peut entraîner des erreurs de conception.</p>\n<h3>Les modèles paramétriques peuvent être combinés avec d'autres opérations</h3>\n<p>Lors de l'utilisation d'un modèle paramétrique, il est toujours possible d'ajouter de nouvelles opérations. Il est donc possible d'ajouter une seule opération unique à un modèle paramétrique existant.</p>\n<p>De cette manière, il est facile d'ajouter, par exemple, plus de raidisseurs au modèle choisi.</p>\n<figure data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7898ecd8-9db8-455e-8747-f1724f0eaeac/Combination%20of%20parametric%20template%20and%20unrelated%20operations%201.png\" data-asset-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" data-image-id=\"6b40cd54-f6bd-48ae-bf27-3b80a5cca9b3\" alt=\"\"></figure>\n<p>Un autre exemple peut être un joint composé de différents assemblages - certains éléments ne sont pas pris en compte dans le modèle choisi.</p>\n<figure data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ad580407-b098-495d-8783-6fda3a80577a/Combination%20of%20parametric%20template%20and%20unrelated%20operations%202.png\" data-asset-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" data-image-id=\"057ed665-6c69-4289-a73f-e6f1a1ec2eab\" alt=\"\"></figure>\n<p>La connexion de cet élément supplémentaire avec une opération standard est facile à réaliser.</p>\n<figure data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/baee32da-a7c8-4884-b460-cff867b1c5a4/Combination%20of%20parametric%20template%20and%20unrelated%20operations%203.png\" data-asset-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" data-image-id=\"469133e6-02f2-4633-a6bb-13c9a60b90ca\" alt=\"\"></figure>\n<p><em>Disponible dans </em><a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\"><em>IDEA StatiCa version 25.0</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n429cfc7e_7ebf_0119_b91d_f4cc9164e2bf\"></object>\n<h2>Combinez plusieurs modèles paramétriques dans un seul modèle</h2>\n<p>Pour connecter plusieurs éléments dans un nœud, vous pouvez appliquer plusieurs modèles paramétriques. Créez vos assemblages standards en tant que modèle paramétrique, puis combinez-les efficacement pour obtenir la conception d'assemblage souhaitée pour l'ensemble de la structure.</p>\n<figure data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d59211a9-a119-42c4-a207-c0aa1509eca3/Multiple%20templates%201.png\" data-asset-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" data-image-id=\"a19c95a5-5ea2-4547-b285-93c567b3756f\" alt=\"\"></figure>\n<p>Chaque modèle appliqué est désormais représenté par un <strong>entête de modèle</strong> distinct (Modèle 1, Modèle 2, etc.) dans l'arbre des opérations. La sélection d'un modèle affiche ses paramètres et contrôles spécifiques, ce qui permet aux utilisateurs de modifier les propriétés locales, telles que la disposition des boulons, les matériaux ou l'épaisseur de platine, indépendamment pour chaque modèle.</p>\n<figure data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3c987a69-d44b-4644-a40c-c807fb119c4f/Multiple%20templates%202.png\" data-asset-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" data-image-id=\"a1447ded-0c67-4159-a0e9-4dc6f2191680\" alt=\"\"></figure>\n<p>Les propriétés globales restent accessibles sous l'<strong>entête Opérations</strong>, ce qui permet à l'utilisateur d'appliquer des paramètres de matériau ou de la norme communs à l'ensemble de l'assemblage. La nouvelle structure soutient les conceptions à modèles mixtes où les modèles individuels conservent leur flexibilité paramétrique.</p>\n<figure data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d456161d-b705-4d74-b992-279c974a7b00/Multiple%20templates%203.png\" data-asset-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" data-image-id=\"96b93f50-8f0f-4083-b609-30dcf973f3b5\" alt=\"\"></figure>\n<p><em>Mise à jour dans </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa version 25.1</em></a><em>.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
},
"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": "Connection design",
"codename": "connection_design"
},
{
"name": "Steel",
"codename": "steel"
}
],
"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": "v25.0",
"codename": "v25_0"
},
{
"name": "Parametric design",
"codename": "parametric_design"
},
{
"name": "Manufacturing operations",
"codename": "manufacturing_operations"
},
{
"name": "v25.1",
"codename": "v25_1"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rn_25_1__release_notes_idea_statica_25_1___full_li",
"rn_25_0__release_notes_idea_statica_25_0___highlig",
"rn_24_0__parametric_templates_in_connection_librar"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notes de publication IDEA StatiCa 25.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Release notes 25.0.png",
"description": null,
"type": "image/png",
"size": 380055,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2992c41f-173b-45ff-a2a6-937685155cd3/Release%20notes%2025.0.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-04-24T06:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "La version 25.0 est axée sur l'extension du champ d'application de la conception des ancrages, simplification de la conception initiale des assemblages et l'évolution de l'application Checkbot qui se transforme d'une plateforme d'échange de données à un outil de conception."
},
"content": {
"images": [],
"linkedItemCodenames": [
"n7160c9a4_8eeb_0140_7e83_09ca93b1e66f",
"f4c66408_e173_0187_758d_0b6acbcbbdff"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/rWOp-gm3jLE"
}
},
"system": {
"codename": "n7160c9a4_8eeb_0140_7e83_09ca93b1e66f",
"collection": "default",
"id": "7160c9a4-8eeb-0140-7e83-09ca93b1e66f",
"language": "fr-FR",
"lastModified": "2025-04-29T15:21:25.4457921Z",
"name": "7160c9a4-8eeb-0140-7e83-09ca93b1e66f",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Lire les notes de publication complètes"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": ""
},
"description": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description",
"type": "rich_text",
"value": "<p><br></p>"
},
"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": "Aller à la liste complète"
},
"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": [],
"linkedItems": []
},
"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": "Télécharger les notes de publication en PDF"
},
"button_2_description": {
"name": "Button 2 description",
"type": "text",
"value": ""
},
"button_2_url": {
"name": "Button 2 link URL",
"type": "text",
"value": "https://assets-us-01.kc-usercontent.com/1ca05609-4ad1-009e-bc40-2e1230b16a75/6918530d-36c3-491c-a4ca-a9c7592030a4/Full_release_notes_IDEA_StatiCa_25_0.pdf"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f4c66408_e173_0187_758d_0b6acbcbbdff",
"collection": "default",
"id": "f4c66408-e173-0187-758d-0b6acbcbbdff",
"language": "fr-FR",
"lastModified": "2025-04-29T15:21:25.4457921Z",
"name": "f4c66408-e173-0187-758d-0b6acbcbbdff",
"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": "platines-encastrees-dans-detail",
"type": "support_center_article"
},
{
"codename": "rn_25_0__modeling_operations___negative_volume__cu",
"linkId": "66c5106a-42a9-49a9-9e0c-0fa806b495c3",
"urlSlug": "options-de-modelisation-volume-negatif-plan-de-coupe-et-coupe-relatif-au-point-central",
"type": "support_center_article"
},
{
"codename": "rn_25_0__templates_in_detail_2d_for_aci_and_aus",
"linkId": "8ec9789b-c663-4cfe-92f8-86a031d720d3",
"urlSlug": "modeles-dans-detail-pour-aci-et-as",
"type": "support_center_article"
},
{
"codename": "rn_25_0__aci_environment_in_detail",
"linkId": "fbf41a21-2c16-4d27-875f-415de12ebcff",
"urlSlug": "environnement-et-verifications-selon-aci",
"type": "support_center_article"
},
{
"codename": "rn_25_0__prestressing_per_aci_318_19_in_detail",
"linkId": "ae281b4c-1097-4039-92e3-b28d69385c95",
"urlSlug": "precontrainte-selon-aci-318-19-dans-detail",
"type": "support_center_article"
},
{
"codename": "rn_25_0__australian_code_for_detail",
"linkId": "7ddfda28-482b-412a-8712-c4bd8c1616e9",
"urlSlug": "norme-australienne-dans-detail",
"type": "support_center_article"
},
{
"codename": "rn_25_0__import_from_beam_to_detail_including_rein",
"linkId": "aa86833c-cb6b-40d4-956e-f08c3940ec10",
"urlSlug": "importation-de-beam-vers-detail-avec-le-ferraillage-et-tendons-precontraints",
"type": "support_center_article"
},
{
"codename": "rn_24_1__lateral_torsional_buckling_in_beam",
"linkId": "d575da28-1aec-48ce-859e-9a977926e976",
"urlSlug": "deversement-pour-les-poutres-prefabriquees",
"type": "support_center_article"
},
{
"codename": "rn_25_0__connection_wizard",
"linkId": "cc99ba50-ed96-445b-b357-96fbd857ba58",
"urlSlug": "assistant-connection",
"type": "support_center_article"
},
{
"codename": "rn_25_0__combination_of_parametric_template_and_un",
"linkId": "e8d3e9e8-0671-460a-bc80-22eb894538ca",
"urlSlug": "combinaison-de-modèle-paramétrique-et-une-opération-indépendant",
"type": "support_center_article"
},
{
"codename": "rn_25_0__saving_of_user_defined_cross_sections_to_",
"linkId": "60b0c9c3-2cd1-43b2-a025-3933402ec16b",
"urlSlug": "enregistrement-de-sections-transversales-definies-par-l-utilisateur-dans-mprl",
"type": "support_center_article"
},
{
"codename": "rn_25_0__slotted_hole_sizes_for_the_selected_plate",
"linkId": "ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5",
"urlSlug": "trous-oblongs-pour-la-platine-selectionnee",
"type": "support_center_article"
},
{
"codename": "rn_25_0__regional_improvements_in_25_0",
"linkId": "b69964d5-581d-4184-bddd-80b58f80a902",
"urlSlug": "ameliorations-regionales-dans-la-version-25-0",
"type": "support_center_article"
},
{
"codename": "rn_25_0__direct_link_from_connection_to_viewer",
"linkId": "5152d8ac-d32e-4980-94a5-02c3192596a2",
"urlSlug": "lien-direct-entre-connection-et-viewer",
"type": "support_center_article"
},
{
"codename": "rn_24_0__parametric_templates_in_connection_librar_e89674e",
"linkId": "e89674ed-d5af-49c1-aa2b-31b486a16302",
"urlSlug": "interface-utilisateur-de-l-outil-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": "flux-de-travail-en-lot-et-filtre-de-charge-critique-dans-checkbot",
"type": "support_center_article"
},
{
"codename": "rn_25_0__import_of_anchors_from_tekla_structures",
"linkId": "e6865842-1664-4015-aa16-70e79c700dba",
"urlSlug": "importation-des-tiges-depuis-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": "lien-bim-entre-midas-civil-nx-et-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": "nouvelle-rest-api-entre-grasshopper-et-connection",
"type": "support_center_article"
},
{
"codename": "rn_25_0__supported_bim_links_in_version_25_0",
"linkId": "7b02dc99-b67b-4c35-8eef-c99b48e28860",
"urlSlug": "liens-bim-autorises-dans-la-version-25-0",
"type": "support_center_article"
},
{
"codename": "rn_25_0__template__copy___copy_",
"linkId": "31249a64-d058-4a63-ae77-bdb65da4d67e",
"urlSlug": "nouvelle-application-launcher",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Points forts de la version 25.0</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7160c9a4_8eeb_0140_7e83_09ca93b1e66f\"></object>\n<h2>Conception du béton</h2>\n<ul>\n <li>La <strong>conception des ancrages est étendue</strong> avec <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">platines encastrées</a>, <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">piédestals des poteaux et formes générales de fondement</a>. Tout cela avec de <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">nouveaux modèles d'assistants</a>.</li>\n <li>La <a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\"><strong>norme ACI</strong></a> est mise en œuvre pour les ancrages, avec une nouvelle exportation de Connection vers 3D Detail.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\"><strong>Conception de la précontrainte selon ACI 318-19</strong></a><strong> et la </strong><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">norme australienne</a> ajoutées à 2D Detail.</li>\n <li>Calcul des <strong>tâches 3D 4x plus rapide</strong>, démarrage de l'application plus rapide avec la nouvelle scène 3D.</li>\n <li><a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\"><strong>Nouveau lien entre Beam et Detail</strong></a> pour les <strong>préfabriquants. Les résultats de déversement </strong>de <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>Beam sont reliés avec RCS</strong></a><strong>.</strong></li>\n</ul>\n<h2>Conception des assemblages en acier</h2>\n<ul>\n <li>L<a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\"><strong>'assistant a</strong> <strong>été refait</strong></a> pour <strong>prendre en charge</strong> <strong>plus de 200</strong> modèles paramétriques d'<strong>assemblages les plus typiques</strong>.</li>\n <li>Les <strong>bibliothèques personnelle et d'entreprise</strong> sont accessibles à partir de l'assistant par la boîte de recherche.</li>\n <li>Les <a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>modèles paramétriques</strong></a> ont été améliorés, réduisant les données nécessaires à quelques paramètres. Une nouvelle possibilité de <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\"><strong>combiner des modèles paramétriques avec des opérations personnalisées</strong></a>.</li>\n <li><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>Sections transversales</strong></a> en acier personnalisées et <strong>partageables</strong><a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>, stockées dans MPRL</strong></a>.</li>\n <li>Assemblages boulonnés avec <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\"><strong>ouvertures oblongues avec</strong> <strong>sélection de platines (en lot).</strong></a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Améliorations régionales</strong></a><strong> </strong>– soudures PJP pour EC, version de la norme ACI 318-19 et ancrage pour la norme GB (Chine). La langue anglaise de nos outils est adaptée aux spécificités régionales des marchés britannique et américain.</li>\n <li>Partage du modèle structural par <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\"><strong>Viewer directement à partir de Connection</strong></a>. Performance de la <strong>scène 3D 10x plus rapide</strong> pour les assemblages complexes avec le soutien des nouvelles informations du modèle sur les <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">blocs de béton d'ancrage, bêches</a> ou attributs des tiges.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Les capacités de Viewer</strong></a><strong> </strong>ont été étendues grâce aux <a href=\"http://preview.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#foundation-block\">informations supplémentaires</a> sur les tiges et blocs de béton.</li>\n</ul>\n<h2>BIM et Checkbot</h2>\n<ul>\n <li><a data-item-id=\"7ba21733-7480-4d32-8a69-19128290b53a\" href=\"\"><strong>Les nouveaux flux de travail en lot de Checkbot</strong></a><strong> </strong>importent jusqu'à 1000 modèles de nœuds et <strong>regroupent automatiquement des assemblages</strong> avec la sélection des <strong>effets de charge critiques</strong>. Calcul et génération de rapports en un seul clic.</li>\n <li>Status clair des nœuds visible directement dans la scène 3D grâce à l'enregistrement automatique de Connection.</li>\n <li>Lien BIM avec <strong>Tekla Structures</strong> avec <a data-item-id=\"e6865842-1664-4015-aa16-70e79c700dba\" href=\"\">prise en charge complète des modèles d'ancrage</a>.</li>\n <li>Nouveau <a data-item-id=\"6fdde728-ceeb-4fdf-b42f-21f2fc86f40b\" href=\"\"><strong>lien BIM avec Midas NX</strong></a><strong> </strong>et <a data-item-id=\"4a748abe-c756-476c-a510-7a800fd062e7\" href=\"\"><strong>plug-in Grasshopper</strong></a> mis à jour avec la nouvelle Connection API.</li>\n <li>Vérifiez la compatibilité avec votre logiciel dans la liste des <a data-item-id=\"7b02dc99-b67b-4c35-8eef-c99b48e28860\" href=\"\"><strong>versions autorisées dans 25.0.</strong></a></li>\n</ul>\n<h2>Facilité d'utilisation et octroi de licences</h2>\n<ul>\n <li><a data-item-id=\"31249a64-d058-4a63-ae77-bdb65da4d67e\" href=\"\"><strong>La nouvelle application Launcher</strong></a>, la fenêtre initiale de la boîte à outils IDEA StatiCa, offre les informations et actualités les plus pertinentes pour chaque utilisateur.</li>\n <li>Le Portail d'utilisateur offre de nouvelles options en libre-service aux administrateurs de licences pour la <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#self-service\"><strong>gestion des comptes utilisateurs</strong></a><strong>,</strong> ainsi qu'un <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#activity-score\"><strong>score d'activité</strong></a> des utilisateurs et un tableau de bord de formation en ligne mis à jour.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f4c66408_e173_0187_758d_0b6acbcbbdff\"></object>"
},
"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": "v25.0",
"codename": "v25_0"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"opening_older_models_in_current_version",
"untitled_content_item_26e29f8"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Compatibilité des versions"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Compatibility of versions.png",
"description": null,
"type": "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": "Le modèle IDEA StatiCa conçu dans des versions antérieures de IDEA StatiCa peut présenter des différences lorsque vous passez à la version la plus récente."
},
"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": "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",
"height": 802,
"width": 802
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "viewer_and_plugins",
"linkId": "5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee",
"urlSlug": "project-viewer-utile-et-gratuit",
"type": "blog_post"
},
{
"codename": "untitled_content_item_26e29f8",
"linkId": "26e29f8c-f439-430a-8ffd-f16af55d4c31",
"urlSlug": "incidents-resolus-par-les-correctifs-idea-statica",
"type": "support_center_article"
},
{
"codename": "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": "notes-de-publication-idea-statica-25-0",
"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": "automatic-anchoring-code-selection-with-hooked-anchors",
"type": "support_center_article"
},
{
"codename": "rn_23_0__new_mesher",
"linkId": "939df342-cb53-4862-aef6-f71038dcbd91",
"urlSlug": "resultats-lisses-grace-au-maillage-precis",
"type": "support_center_article"
},
{
"codename": "rn_24_1__3d_detail_out_of_beta",
"linkId": "b871eedc-885b-4f1b-993d-578acfe45641",
"urlSlug": "3d-detail-hors-de-beta",
"type": "support_center_article"
},
{
"codename": "rn_24_1__shear_transferring_devices__anchors__shea",
"linkId": "9cbe085e-7b89-4860-a28d-33fe19f1c4ae",
"urlSlug": "shear-transfer-through-anchors-shear-lugs-and-friction",
"type": "support_center_article"
},
{
"codename": "rn_24_1__lateral_torsional_buckling_in_beam",
"linkId": "d575da28-1aec-48ce-859e-9a977926e976",
"urlSlug": "deversement-pour-les-poutres-prefabriquees",
"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": "manual-control-over-the-extension-of-members",
"type": "support_center_article"
},
{
"codename": "rn_24_0__shear_resistance_of_slabs_in_rcs_431204f",
"linkId": "431204ff-fe93-46cb-ab0c-eb74dc6bff6d",
"urlSlug": "accurate-calculation-of-the-shear-resistance-of-slabs",
"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-le-centre-de-conception-structurale-pour-les-donnees-mef-et-dao",
"type": "support_center_article"
},
{
"codename": "rn_24_0__release_notes_idea_statica_23_1",
"linkId": "d20b6ced-cb86-4b2c-9488-1788032ab730",
"urlSlug": "release-notes-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": "shear-force-position-input-and-visualization",
"type": "support_center_article"
},
{
"codename": "rn_23_1__yield_strength_reduction_for_high_strengt",
"linkId": "1352883b-0a63-4fa5-b379-7fa5536c9b4e",
"urlSlug": "yield-strength-reduction-for-high-strength-steel-hollow-sections",
"type": "support_center_article"
},
{
"codename": "rn_23_1__warning_for_welds_and_bolts_connecting_th",
"linkId": "139d124d-d3e0-463d-979a-86ae271d3e81",
"urlSlug": "warnings-for-welds-and-bolts-connecting-the-same-plates",
"type": "support_center_article"
},
{
"codename": "rn_23_1__packing_plate__filler_plate__recognition",
"linkId": "1148f543-3884-4985-b774-b8cc13147689",
"urlSlug": "filler-plate-packing-plate-recognition",
"type": "support_center_article"
},
{
"codename": "rn_23_0__detailing_improvements_for_bolts_and_weld",
"linkId": "5f4c7d1f-5145-4fa0-a9bf-535808187857",
"urlSlug": "detailing-improvements-for-bolts-and-welds-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": "detailed-calculation-of-connection-design-material-values-displayed-for-plates",
"type": "support_center_article"
},
{
"codename": "rn_23_1__singularity_detection_in_member",
"linkId": "e9a04b3d-e2e6-4408-b09d-8403b233380f",
"urlSlug": "singularity-detection-in-member",
"type": "support_center_article"
},
{
"codename": "rcs___interaction_code_check_improvements",
"linkId": "808008d4-d25a-403f-a4cd-ed61e1c71203",
"urlSlug": "interaction-code-check-advancements-in-rcs",
"type": "support_center_article"
},
{
"codename": "rn_23_1__release_notes_idea_statica_23_1",
"linkId": "068f049a-e99f-4d33-9148-692c33fad018",
"urlSlug": "release-notes-idea-statica-23-1",
"type": "support_center_article"
},
{
"codename": "rn_23_0__prequalified_joints__aisc_",
"linkId": "b43e9a21-f95d-40c7-96be-62c96573bc3b",
"urlSlug": "qualification-checks-of-seismic-prequalified-connections-for-aisc",
"type": "support_center_article"
},
{
"codename": "rn_23_0__standards_implementation",
"linkId": "20bea177-2a2e-4326-adb2-82c7e021cae7",
"urlSlug": "update-of-ansi-aisc-360-22-csa-s16-19-standards-and-taiwan-sections",
"type": "support_center_article"
},
{
"codename": "rn_23_0__template__copy_",
"linkId": "d4c5223a-47bd-4c4a-b3cf-041381232705",
"urlSlug": "calculation-of-anchors-with-stand-off",
"type": "support_center_article"
},
{
"codename": "rn_23_0__eurocode_refactoring",
"linkId": "1fa719d0-2d65-42bb-b892-7b1bdb540d77",
"urlSlug": "eurocode-updates-to-thin-walled-members-and-anchors",
"type": "support_center_article"
},
{
"codename": "rn_23_0__edge_indexing_improvement_in_member",
"linkId": "ae8ec5d5-7aff-4dc1-9e94-a414912414c1",
"urlSlug": "edge-indexing-in-member-and-connection-models",
"type": "support_center_article"
},
{
"codename": "rn_22_1__template__copy__f1af162",
"linkId": "f1af1623-b7a3-4b77-8562-18cddae30194",
"urlSlug": "calculate-load-extremes",
"type": "support_center_article"
},
{
"codename": "rn_23_0__limited_stress_check_feature_in_detail",
"linkId": "77cd8496-7dd0-44e8-8153-3f7498958c0c",
"urlSlug": "limited-stress-check-feature-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": "angle-to-the-grain-of-the-steel-to-timber-connections",
"type": "support_center_article"
},
{
"codename": "rn_22_1__significant_step_to_designing_and_code_ch",
"linkId": "eac075cc-9e8a-4d0b-b678-e94b527863df",
"urlSlug": "gmnia-solver-extended-to-shear-and-torsion-effects",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_1",
"linkId": "8136efc3-3a87-48df-9cb2-890edbe4cfb2",
"urlSlug": "notes-de-publication-idea-statica-22-1",
"type": "support_center_article"
},
{
"codename": "rn_22_0__loads_in_equilibrium_by_default",
"linkId": "da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c",
"urlSlug": "loads-in-equilibrium-by-default",
"type": "support_center_article"
},
{
"codename": "rn_22_0__fatigue_improvements",
"linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8",
"urlSlug": "fatigue-analysis-how-the-results-are-displayed",
"type": "support_center_article"
},
{
"codename": "rn_21_1__through_bolts_for_hollow_sections_warning",
"linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3",
"urlSlug": "through-bolts-for-hollow-sections-warning",
"type": "support_center_article"
},
{
"codename": "rn22_0__update_of_eccentricity_definition_of_norma",
"linkId": "293fcced-8994-4a81-a805-88267657c66a",
"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_0",
"linkId": "29c317b9-212a-4207-8b4f-16d75c99ea4d",
"urlSlug": "release-notes-idea-statica-22-0",
"type": "support_center_article"
},
{
"codename": "rn_21_1__bearing_type_options_for_bolts",
"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
},
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
"type": "support_center_article"
},
{
"codename": "rn_22_0__connection_browser_ii",
"linkId": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"urlSlug": "company-sets-selection-in-the-connection-browser",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_1",
"linkId": "6e8b2b16-b334-4518-9317-cf64b8503410",
"urlSlug": "release-notes-idea-statica-steel-concrete-21-1",
"type": "support_center_article"
},
{
"codename": "section_model_view___drawings___sketches____copy_",
"linkId": "521c376f-96f7-4217-b0ee-29cc1d404d34",
"urlSlug": "mise-a-jour-du-solutionneur-cbfem",
"type": "support_center_article"
},
{
"codename": "condensed_elements",
"linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
"urlSlug": "condensed-superelements-invisible-but-essential",
"type": "blog_post"
},
{
"codename": "differences_in_results_between_version_21_and_olde",
"linkId": "d6b52773-3d62-47c6-b200-ea5d94f669b8",
"urlSlug": "analysis-model-improvements-in-idea-statica-version-21-0",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_0_d5c25f3",
"linkId": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50",
"urlSlug": "release-notes-idea-statica-steel-concrete-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": "bolt-bearing-distances-for-eurocode",
"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>Compatibilité des versions</h2>\n<p>La version du logiciel IDEA StatiCa (par exemple 22.1.3.0789) est décrite par un numéro composé de la version majeure (22), la version mineure (.1), le numéro de correctif (.3) et le numéro de build (.0789).</p>\n<p>Chaque version majeure et mineure des applications IDEA StatiCa modifie les données du projet et les rend impossibles à utiliser dans les versions précédentes. Cela signifie que si vous créez ou enregistrez un projet dans la version 22.1, vous ne pouvez pas l'ouvrir dans la version 22.0.</p>\n<p>Cependant, les correctifs de la même version sont compatibles, donc si vous créez ou sauvegardez un projet dans le correctif 22.1.3, vous pouvez toujours l'ouvrir dans le correctif 22.1.0.</p>\n<p>Le <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a> génère toujours des fichiers de projet dans la dernière version de IDEA StatiCa et le dernier correctif publié.</p>\n<h2>Ouvrir un ancien projet dans une version plus récente</h2>\n<p>Les modèles conçus dans des versions antérieures de IDEA StatiCa peuvent présenter des différences lorsque vous passez à la version la plus récente. Lors de la mise à jour vers une version plus récente du programme, vous pouvez rencontrer certaines différences associées à l'ouverture de modèles créés dans des versions antérieures.</p>\n<p>Pour vous tenir au courant, veuillez lire les <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">notes de publication</a> pour chaque version majeure et mineure publiée, ainsi que les mises à jour des correctifs et les <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">listes des bogues résolus</a>.</p>\n<p>Vous trouverez ci-dessous une liste des principales modifications apportées à chaque nouvelle version du programme qui peuvent entraîner des changements des résultats :</p>\n<h3>Changements dans la version 25.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Analyse géométrique non linéaire</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Zone d'épandage de soudure</a></li>\n</ul>\n<p>Lire les <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">points principaux</a> et la <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">liste complète des améliorations</a> dans les Notes de publication de IDEA StatiCa 25.0.</p>\n<h3>Changements dans la version 24.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Sélection automatique de la norme pour la vérification d'ancrage</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Amélioration du maillage autour des trous de boulons et articulations</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail est sorti de BETA</a> et vérifié pour l'ancrage</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Transfert de cisaillement</a> à travers les tiges, bêches et frottement</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Déversement</a> (Eurocode uniquement)</li>\n</ul>\n<p>Lire les <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">points principaux</a> et la <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">liste complète des améliorations</a> dans les Notes de publication de IDEA StatiCa 24.1.</p>\n<h3>Changements dans la version 24.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Avertissement de charge hors surface dans Member</a> (correctif 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Étendre l'élément à l'aide de l'opération de coupe</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Calcul précis de la résistance au cisaillement des dalles</a> (correctif 23.1.2)</li>\n</ul>\n<p>BIM et SERVICES CLOUD</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Centre de conception structurale gratuit pour tous les logiciels MEF et DAO autorisés</a> et arrêt des plugins Viewer gratuits</li>\n</ul>\n<p>Lisez les <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">points principaux</a> et la <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">liste complète des améliorations</a> dans les Notes de publication de IDEA StatiCa 24.0.</p>\n<h3>Changements dans la version 23.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Soudures - autoconception, saisie, avertissements, visualisation</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Saisie et visualisation de la position de l'effort de cisaillement</a> (depuis le correctif 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Réduction de la limite d'élasticité pour les sections creuses en acier à grande résistance</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Avertissement pour les soudures et boulons reliant les mêmes platines</a> (depuis le correctif 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Reconnaissance des fourrures</a> (depuis le correctif 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Amélioration des principes de construction des boulons et soudures dans l'Eurocode</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limites des vérifications des tiges</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Calcul détaillé des valeurs des matériaux de conception des assemblages affichées dans le tableau des résultats des platines</a></li>\n <li>Classes des matériaux d'acier et boulons selon AISC360-22 (depuis le correctif 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Détection des singularités dans Member</a> (depuis le correctif 23.0.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Amélioration de la vérification des interactions dans RCS</a> (depuis le correctif 23.0.2)</li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Notes de publication de IDEA StatiCa 23.1.</a></p>\n<h3>Changements dans la version 23.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Vérifications de qualification des assemblages sismiques préqualifiés pour AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Mise à jour des normes ANSI/AISC 360-22, CSA S16:19 et des sections Taïwan</a></li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Tiges détachées</a> (depuis le correctif 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Mises à jour de l'Eurocode pour les éléments à voile mince et tiges</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Amélioration des principes de construction pour les boulons et soudures dans l'Eurocode</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limites des vérifications des tiges</a> (depuis le correctif 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Indexation des bords dans les modèles Member et Connection</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Sélection des extrêmes de charge</a> (depuis le correctif 22.1.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Fonctionnalité de vérification des contraintes limitée dans Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implémentation des pertes à long terme dans Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Améliorations pour ACI 318-19 dans Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Améliorations de l'arrondissement impérial dans Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Temps équivalent pour la flèche dans Beam</a> (depuis le correctif 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Maillage triangulaire en béton dans Member</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Amélioration de la vérification des interactions dans RCS</a> (depuis le correctif 23.0.2)</li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Notes de publication de IDEA StatiCa 23.0</a>.</p>\n<h3>Changements dans la version 22.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Angle par rapport au grain des assemblages acier-bois</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">Solutionneur GMNIA étendu aux effets de cisaillement et de torsion</a></li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Notes de publication de IDEA StatiCa 22.1.</a></p>\n<h3>Changements dans la version 22.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Charges en équilibre par défaut</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Analyse de fatigue - comment les résultats sont affichés</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Avertissement concernant les boulons traversants pour les sections creuses</a></li>\n <li>Mise à jour de Connection Lite</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Mise à jour de la définition de l'excentricité d'effort normal pour les poteaux en béton selon l'Eurocode</a></li>\n</ul>\n<p>Lire la liste complète des améliorations dans les <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Notes de publication de IDEA StatiCa 22.0</a>.</p>\n<h3>Changements dans la version 21.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Options de type de pression diamétrale pour les boulons dans la version 21.1 et suivantes</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Vérifications spécifiques des soudures selon l'Eurocode (EN) et la norme indienne (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Mise à jour de vérification de résistance au glissement selon SP 16</a></li>\n</ul>\n<p>Pour les utilisateurs de <strong>Gestionnaire des modèles</strong>, utilisez la version 21.1 pour <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">transférer vos conceptions dans la nouvelle Connection Library</a>.</p>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Notes de publication de IDEA StatiCa 21.1</a>.</p>\n<h3>Changements dans la version 21.0</h3>\n<p>Le changement le plus important depuis la version 21.0 concerne le modèle analytique des éléments dans Connection, veuillez lire l'article <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Mise à jour du solutionneur CBFEM</a> et l'article de blogue <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Super-éléments condensés - invisibles mais essentiels</a>. L'impact des changements est également décrit dans l'article <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Améliorations du modèle d'analyse dans IDEA StatiCa version 21.0</a>.</p>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Notes de publication de IDEA StatiCa 21.0</a>.</p>\n<h3>Changements dans la version 20.1</h3>\n<p>Nous indiquons ici les articles décrivant les principales différences entre l'ancienne et la nouvelle version.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Modèle amélioré des contacts</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Modèle amélioré pour les soudures bout à bout</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Distances d'appui des boulons pour l'Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Excentricité de platine de raccordement</a></li>\n</ul>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Notes de publication de IDEA StatiCa Steel 20.1</a> et <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Notes de publication de IDEA StatiCa Concrete 20.1.</a></p>\n<h3>Changements dans la version 20</h3>\n<p><strong>Refonte de l'opération de fabrication des cornières</strong></p>\n<p>Dans la version précédente, l'opération de fabrication des cornières faisait parfois intervertir les ailes des sections en L, principalement lors de la rotation de l'élément autour de l'axe longitudinal. Désormais, les sections en L sont positionnées correctement et l'orientation des ailes est maintenue lors de l'introduction de rotation de l'élément. Le nouveau mécanisme est basé sur un nouveau positionnement de l'élément (par ses coordonnées locales - plutôt que par ses rotations).</p>\n<p><strong>Systèmes de coordonnées locales des éléments dans les applications MEF/DAO</strong></p>\n<p>Toutes les entités dans les applications MEF/DAO sont créées de manière à ce que leur axe de définition ait un début et une fin. Ces deux points sont pris comme vecteur pour définir le système de coordonnées locales de l'élément. Ces informations sont stockées dans chaque projet d'application MEF/DAO et peuvent être utilisées lors de l'importation. Nous en avons profité pour améliorer l'exactitude de l'importation de la géométrie par notre lien BIM. De l'autre côté, cela change les conditions et l'utilisateur doit faire attention à la façon dont le modèle est créé dans MEF/DAO parce que cela a un impact sur le modèle CBFEM dans Connection. Nous recommandons de faire attention lors de l'importation des projets MEF/DAO dans la version 20, le système de coordonnées locales des éléments peut changer avec le modèle et la différence par rapport au modèle importé dans les versions précédentes est éminente.</p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"\"></figure>\n<p><strong>Compatibilité des projets d'application Member</strong></p>\n<p>L'application IDEA StatiCa Member passe par un développement agile, en particulier l'architecture de stockage des données et l'interface utilisateur guidée. Sur cette base, il est évident que les projets créés dans les anciennes versions peuvent ne pas être ouverts correctement dans la version 20 ou que l'application peut ne pas les ouvrir. Veuillez en tenir compte et excuser IDEA StatiCa pour la gêne occasionnée.</p>\n<p>Lisez la liste complète des améliorations dans les <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Notes de publication de IDEA StatiCa Steel 20.0</a> et <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Notes de publication de IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Changements dans la version 10.1 et antérieures</h3>\n<p>L'une des raisons de la nouvelle interface graphique est que beaucoup d'ingénieurs disaient : « IDEA StatiCa Connection doit être plus à l'abri des erreurs ». Ces « erreurs » sont généralement liées à :</p>\n<ul>\n <li>La définition correcte de la <strong>longueur</strong> <strong>des éléments</strong> – dans le cas d'éléments extrêmement courts ou longs, cela peut avoir une influence considérable sur les résultats. Depuis la version 9, IDEA StatiCa Connection définit automatiquement une longueur appropriée pour tous les éléments.</li>\n <li><strong>Soudures </strong>– la redistribution plastique des contraintes est de loin la méthode de conception la plus précise pour les soudures et a été introduite dans la version 7.1. Au cours de la version 8 – et pendant une période de transition – elle était la méthode par défaut et coexistait avec les autres méthodes d'évaluation. Depuis la version 9, cette méthode est la seule option disponible et les autres méthodes d'évaluation ont été supprimées afin d'éviter toute confusion parmi les utilisateurs, comme nous l'avons constaté par l'intermédiaire de notre service d'assistance. Cela permet de s'assurer que toutes les soudures du projet sont conçues en toute sécurité et qu'elles sont conformes à la norme.</li>\n</ul>\n<p>Nous avons mis en place plusieurs <strong>mécanismes de vérification</strong> pour IDEA StatiCa Connection depuis la version 9.0 – vérification automatique lorsque l'assemblage est modélisé d'une manière recommandée (vérification des singularités, longueurs des éléments, décalages...). Si l'assemblage n'est pas modélisé correctement, le calcul est interrompu ou un message d'erreur est affiché. Veuillez noter qu'en raison de toutes ces améliorations, l'ouverture de projets provenant de versions antérieures peut engendrer une géométrie de modèle différente qui peut nécessiter des modifications supplémentaires.</p>\n<p>Nous avons également amélioré le <strong>maillage </strong>des sections creuses – IDEA StatiCa Connection depuis la version 9.0 génère un maillage plus fin sur les éléments avec sections creuses, ce qui peut conduire à des résultats légèrement différents par rapport aux versions antérieures.</p>\n<p>Nous affichons l'avertissement de compatibilité à chaque ouverture d'un projet provenant des anciennes versions :</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"\"></figure>"
},
"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"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"untitled_content_item_26e29f8",
"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": "Incidents résolus par les correctifs IDEA StatiCa"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Solved incidents IDEA StatiCa patches.png",
"description": null,
"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": "Ici, vous pouvez trouver une liste des cas résolus soumis par nos clients. Ce n'est pas une liste complète, juste un résumé des problèmes/bogues majeurs qui ont été résolus. Nous espérons qu'il vous sera utile.\n"
},
"content": {
"images": [],
"linkedItemCodenames": [
"n3bc29917_7a35_01a0_0fcc_7db87cd047e0",
"rn__solved_incidents_template__copy__0f83b5e",
"n25f14383_f6ac_0155_687f_272fa55a29dd",
"rn__solved_incidents_template__copy__3a4b4f7",
"n4ef32b5d_d1ef_0157_e796_42c640dd9712",
"rn__solved_incidents_25_0_1_61f6fcd",
"n82a05dcd_e4a6_01a8_b018_55e739cf2f4d",
"rn__solved_incidents_25_0_0",
"n7879779b_0bc4_01d8_7575_735652d4be1b",
"rn__solved_incidents_24_1_5",
"n9eb645fd_a704_0100_a218_17b03051a30e",
"rn__solved_incidents_24_1_4",
"n6c66bada_995d_0104_bfc3_171f064b48b4",
"rn__solved_incidents_24_1_3",
"n35209968_8766_0119_c6d3_81f53a309151",
"rn__solved_incidents_template__copy_",
"ce63cbfd_e83a_0135_9b6c_b65c1152b31e",
"rn__solved_incidents_24_1_1",
"e8d18efb_a921_0122_a1f1_c258c84175e2",
"rn__solved_incidents_24_1_0",
"n7a728c61_9a6f_0167_5eb6_f95ee86e5f8a",
"rn__solved_incidents_24_0_6",
"eef6aa1a_a152_01c4_0c82_7b5158c6fb43",
"rn__solved_incidents_24_0_5",
"n778434b7_6d59_01de_b768_1c2001b36868",
"rn__solved_incidents_24_0_4",
"d6f45c5d_fb31_013e_239b_86908c3a0a4c",
"rn__solved_incidents_24_0_3",
"f3a82a54_ea08_0112_d55f_6124f730000a",
"rn__solved_incidents_24_0_2",
"n421d17a5_16cf_01d3_1022_fbbf7bb4c6a1",
"rn__solved_incidents_24_0_1",
"adab0bfa_03e0_01db_c627_411c1806d0e5",
"rn__solved_incidents_24_0_0",
"a9bec174_f393_019a_a7fb_9eb968ba4174",
"rn__solved_incidents_25_1_5",
"n178eabf0_95c0_013f_ecf4_9396be419df3",
"rn__solved_incidents_23_1_4",
"n225fcaf8_629d_01f3_a502_ef9802618fd3",
"rn__solved_incidents_23_1_3",
"a897d690_d35b_013f_9d1e_a96b6a251d9c",
"rn__solved_incidents_23_1_2",
"ef0405c9_6716_01df_cc9d_ef7598258bd1",
"rn__solved_incidents_23_1_1",
"n4f38db21_407e_0145_b35a_4ae140d98b1a",
"rn__solved_incidents_23_1_0",
"n65140c89_5398_0129_318c_901bffd95319",
"n0451b73e_79da_0199_f885_577290bece4f",
"n85a2ede4_08fc_016d_8fe5_8c458e110e7f",
"rn__solved_incidents_23_0_5",
"n8a92659d_4cbc_0198_ac76_66b43239073d",
"rn__solved_incidents_23_0_4",
"n2b0182c5_9856_01bf_04f6_3d930d53b58e",
"rn__solved_incidents_23_0_3",
"n691de9f1_106b_0169_3c8d_58340d69b810",
"rn__solved_incidents_23_0_2",
"n4523f7bb_9495_017c_5aca_f4b413531891",
"rn__solved_incidents_23_0_1",
"n7b792bb4_f4af_013c_65e0_e2607eb15c91",
"rn__solved_incidents_23_0_0",
"n4721e836_54a9_0104_a6e1_dd36fccb568b",
"n668bf0d2_2775_0108_8948_697a8468edd1",
"rn__solved_incidents_22_1_5",
"n393aa525_19a2_0108_4d7b_645992987d52",
"rn__solved_incidents_22_1_4",
"n5a6136f7_3fde_014b_53e1_237a82eab887",
"rn__solved_incidents_22_1_3",
"n2e689afe_df46_0167_36c9_807ee45698d7",
"rn__solved_incidents_22_1_2",
"n2ea3a977_01f5_013a_9515_8167fe7979a6",
"rn__solved_incidents_22_1_1",
"e2b95c05_b2b7_01f5_265d_6d139e44aafa",
"rn__solved_incidents_22_1_0",
"d0704db9_14ba_01ba_689b_38a0388645aa",
"rn__solved_incidents_22_0_5",
"n166f4ac8_8eac_01e6_bf8b_2f1e2b067627",
"rn__solved_incidents_22_0_4",
"n8600e943_db4a_018b_2be9_d800d34189a0",
"rn__solved_incidents_22_0_3",
"bf725b77_bb94_0156_e917_18c1c00da809",
"rn__solved_incidents_22_0_2",
"d7018308_7d81_0199_f616_0223ad3d9d12",
"rn__solved_incidents_22_0_1",
"n1b12be00_deda_01c6_a9de_743c9a44f0e7",
"rn__solved_incidents_22_0_0",
"n76a84e3c_4f6c_019c_0cd0_a343c0fdd96f",
"n17d20cb1_a2ef_0121_e13d_cdd383715bd1",
"n8427ee28_6709_014a_59dc_20f917e59770",
"f3ae67b2_6af3_01b6_75bd_3e3084a5b94a",
"rn__solved_incidents_21_1_5",
"b61c0246_2a6f_0106_b3e6_09fcea5ece81",
"rn__solved_incidents_21_1_4",
"n8d30927e_5eaf_0153_43e6_d7453034ebf6",
"rn__solved_incidents_21_1_3",
"n12f07c7c_2720_01dd_3b3c_14a27129c4b8",
"rn__solved_incidents_21_1_2",
"n23bb2066_c1b3_0106_7d47_8115467f9998",
"rn__solved_incidents_21_1_1",
"n0e9c6f34_b6ca_0187_e98a_e2d086bec5a2",
"rn__solved_incidents_21_1_0"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 25.0.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-25-0-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n3bc29917_7a35_01a0_0fcc_7db87cd047e0",
"collection": "default",
"id": "3bc29917-7a35-01a0-0fcc-7db87cd047e0",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "3bc29917-7a35-01a0-0fcc-7db87cd047e0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 25.0.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-07-07T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Publiée le 8 juillet 2025</p>\n<table><tbody>\n <tr><td><strong>Toutes les applications</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00062252</td><td>L'errreur de .net runtime manquant est résolue par l'installation de .NET6</td></tr>\n <tr><td><strong>Liens BIM</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060745</td><td>Actualisation du lien BIM avec Tekla Structures</td></tr>\n <tr><td>00060847</td><td>Erreur d'importation de SAP2000 vers Checkbot résolue</td></tr>\n <tr><td>00061301</td><td>Tiges sont exportées correctement de Tekla Structures en portugais</td></tr>\n <tr><td>00061553</td><td>Informations sur les attributs de soudures ajoutées dans l'onglet Matériaux dans Checkbot</td></tr>\n <tr><td>00061616</td><td>Actualisation du lien BIM avec Tekla Structures</td></tr>\n <tr><td>00061774</td><td>Erreur de rotation incorrecte des profiles résolue</td></tr>\n <tr><td>00062145</td><td>Erreur d'importation en utilisation Checkbot Free résolue</td></tr>\n <tr><td>00062230</td><td>Correction d'importation d'une section transversale personnalisée créée par des polylignes dans SAP2000</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060489</td><td>Vérification des principes de construction pour la taille de soudure minimale ne doit plus être plus importante que l'épaisseur de la partie raccordée la plus mince, comme mentionné dans AS41000</td></tr>\n <tr><td>00061120</td><td>Information sur la non-conformité de la classe de boulon incorrecte ajoutée pour l'utilisateur</td></tr>\n <tr><td>00061123</td><td>Erreur des noms doublés de section transversale personnalisée est corrigée</td></tr>\n <tr><td>00061392</td><td>Erreur de méthode d'indication de taille de soudure résolue</td></tr>\n <tr><td>00061717</td><td>Correction de modèle paramétrique</td></tr>\n <tr><td>00061719</td><td>Erreur de coupe de platine pas effectuée correctement dans les sections CHS résolue</td></tr>\n <tr><td>00061843</td><td>Erreur avec trous oblongs manquants résolue</td></tr>\n <tr><td>00061855</td><td>Avertissement « Quelques types de ferraillage ont été changés en soudure bout à bout à cause d'assemblage bord à bord » a été ajouté</td></tr>\n <tr><td>00061892</td><td> </td></tr>\n <tr><td>00061954</td><td>Erreur des longueurs d'éléments automatiques par défaut résolue</td></tr>\n <tr><td>00061967</td><td>Décalage horizontal n'a pas été mis en œuvre pour la platine d'about et l'attribut de décalage horizontal dans la grille d'attributs pour la platine d'about est actuellement caché</td></tr>\n <tr><td>00062249</td><td>Erreur d'arrondissement résolue (erreur de signalisation des hauteurs de section égales comme étant plus grandes)</td></tr>\n <tr><td>00062445</td><td>Erreur de visualisation des trous oblongs dans la scène 3D a été résolue</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00061288</td><td>Modèle 3D Detail est calculé et les résultats sont obtenues</td></tr>\n <tr><td>00061322</td><td>Quand l'appui était associé à une surface d'origine qui a été coupée, le calcul a terminé sans informations. Le bogue a été corrigé</td></tr>\n <tr><td>00061638</td><td>Erreur d'affichage lors de modélisation des platines plus larges que le béton a été corrigée</td></tr>\n <tr><td>00062568</td><td>Erreur de génération des rapports détaillés a été corrigé et maintenant fonctionne bien</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00061530</td><td>Erreur d'avertissement faux que les boulons sont trop proches au bord a été corrigée dans l'application Member</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060388</td><td>Dans quelques cas spécifiques, l'incrément de charge variable n'a pas été dessiné dans la fenêtre des résultats pour la section composée précontrainte. Le bogue a été corrigé</td></tr>\n <tr><td>00062066</td><td>Dans RCS, en sélectionnant EN 1992-2 avec l'annexe nationale néerlandaise, As,min est maintenant correctement basée seulement sur As,min1</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00061869</td><td>La fonction glisser – déposer dans Viewer a été corrigée, les assemblages sont affichés correctement</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-25-0-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-25-0-3\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_template__copy__0f83b5e",
"collection": "default",
"id": "0f83b5e8-c555-4327-8b5e-4fcc678895ae",
"language": "fr-FR",
"lastModified": "2025-09-15T14:33:06.3990478Z",
"name": "RN: Solved incidents 25.0.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 25.0.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-25-0-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n25f14383_f6ac_0155_687f_272fa55a29dd",
"collection": "default",
"id": "25f14383-f6ac-0155-687f-272fa55a29dd",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "25f14383-f6ac-0155-687f-272fa55a29dd",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 25.0.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-06-12T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Publiée le 13 juin 2025</p>\n<table><tbody>\n <tr><td><strong>Toutes les applications</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059938</td><td>Le problème avec la suppression de matériau pas utilisé a été résolu</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060278</td><td>Les données manquantes dans le tableau de conception de tendon marchent encore une fois</td></tr>\n <tr><td><strong>Liens BIM</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059655</td><td>Le problème d'importation des éléments de RFEM5 est corrigé</td></tr>\n <tr><td>00060124</td><td>Regroupement de nœuds identiques mais symétriques dans Checkbot importés par XML a été corrigé</td></tr>\n <tr><td>00060566</td><td>Le problème d'importation de bloc de béton a été corrigé</td></tr>\n <tr><td>00060570</td><td>Combinaisons d'enveloppe dans SCIA Engineer contenant des cas de charge avec un « cas de charge maître » ne sont pas combinées correctement après l'importation vers IDEA StatiCa Checkbot à cause d'information manquante dans le fichier SAF. Informations ajoutées dans l'article Limites connues</td></tr>\n <tr><td>00060575</td><td>Le problème d'importation d'élément précontraint a été corrigé</td></tr>\n <tr><td>00060733</td><td>Les excentricités n'étaient pas transférées de Checkbot vers Connection. Le problème a été corrigé</td></tr>\n <tr><td>00060854</td><td>Le problème des boulons manquants dans le fichier d'importation unique de Tekla a été corrigé</td></tr>\n <tr><td>00060865</td><td>Le problème des boulons manquants dans le fichier d'importation unique de Tekla a été corrigé</td></tr>\n <tr><td>00061564</td><td>Le problème de rotation incorrecte de profil a été corrigé</td></tr>\n <tr><td>00061664</td><td>Le problème d'importation d'effet de charge a été corrigé</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00058960</td><td>Un problème avec voilement a été identifié quand le modèle de pied de poteau contient une articulation et une bêche. Cela a été résolu</td></tr>\n <tr><td>00059189</td><td>Une singularité causée par la définition des soudures a été corrigée</td></tr>\n <tr><td>00059264</td><td>La coupe de platine n'était pas effectuée correctement. Il y avait un problème avec la soudure bout à bout entre le raidisseur et l'arc de l'élément. L'opération COUPE a été corrigée</td></tr>\n <tr><td>00059429</td><td>Un problème avec la vérification des éléments surchargés dans Connection a été corrigé</td></tr>\n <tr><td>00059972</td><td>Dans les assemblages préqualifiés, la vérification des principes de construction de plaque de doublure n'a pas été identifiée. Maintenant les plaques de doublure sont identifiées et les vérifications de principes de construction sont effectuées proprement</td></tr>\n <tr><td>00060010</td><td>Le problème avec des différentes valeurs de Sj,ini pour des différentes longueurs de la poutre principale dans l'analyse de rigidité a été expliqué</td></tr>\n <tr><td>00060428</td><td>Un problème avec des assemblages qui s'ouvraient avec des grands résultats a été corrigé</td></tr>\n <tr><td>00060434</td><td>Un problème avec l'affichage de l'opération de contact dans les dessins a été corrigé</td></tr>\n <tr><td>00060580</td><td>Un problème avec des soudures manquantes et doublage des noms des soudures manquantes a été corrigé</td></tr>\n <tr><td>00060614</td><td>L'affichage graphique incorrecte des trous de boulons dans l'éditeur de platines, pas affichant les trous vides, a été corrigée</td></tr>\n <tr><td>00060695</td><td>L'erreur en cliquant sur l'icône de stylo pour la forme générale dans Connection est corrigée</td></tr>\n <tr><td>00060707</td><td>La longueur précédente des superéléments était trop petite et augmentait la rigidité des éléments connectés en limitant la déplanation</td></tr>\n <tr><td>00060767</td><td>Le problème avec les soudures manquantes et doublage des noms de soudures manquantes a été corrigé</td></tr>\n <tr><td>00060796</td><td>Le problème avec l'addition de section transversale de bande à une section composée personnalisée dans l'éditeur de section transversale générale dans l'application Connection a été corrigé</td></tr>\n <tr><td>00060930</td><td>Un problème avec les sections transversales définies par l'utilisateur a été corrigé</td></tr>\n <tr><td>00061005</td><td>Un problème avec l'ouverture de modèle à partir de l'assistant a été corrigé</td></tr>\n <tr><td>00061049</td><td>Un problème avec la création de maillage d'éléments finis a été corrigé</td></tr>\n <tr><td>00061151</td><td>Comme conçu, pas un bogue. Le comportement est causé par les changements dans la v25 où la longueur du superélément change. À cause de cela, la rigidité rotationnelle de la poutre est beaucoup plus petite, ce qui influence le calcul de rigidité</td></tr>\n <tr><td>00061160</td><td>Un problème avec l'affichage des trous a été corrigé</td></tr>\n <tr><td>00061352</td><td>Pas un bogue, la cause de ce comportement est visible dans le schéma axial où le diagramme de moment pour le cas de charge est affiché</td></tr>\n <tr><td>00061354</td><td>Les élargisseurs dans l'opération avec le même nom n'ont pas été formés correctement. Le bogue a été corrigé</td></tr>\n <tr><td>00061450</td><td>L'unité de 'taille de soudure' dans l'onglet Paramètres recalcule la taille de la soudure. L'utilisateur doit alors définir l'épaisseur de soudure s'il utilise le type d'unité 'taille de soudure'.</td></tr>\n <tr><td>00061508</td><td>Un problème avec la publication de modèle dans Connection Library a été corrigé</td></tr>\n <tr><td>00061697</td><td>Une erreur en publiant des modèles d'assemblage avec un ancrage par bêche dans Connection Library a été corrigée</td></tr>\n <tr><td>00061751</td><td>Une remarque sur les types de soudures changés dans le Résumé a été corrigé</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059066</td><td>Aucune charge n'a été appliquée à un modèle inhabituel dans Detail 3D et le calcul s'est arrêté sans informations. L'exportation des efforts de Connection a été modifiée</td></tr>\n <tr><td>00059668</td><td>La grille des attributs n'a pas fonctionné correctement et le modèle n'était pas appliqué aux changements des diamètres des tiges. Le problème a été corrigé</td></tr>\n <tr><td>00060532</td><td>Le calcul n'a pas été effectué avec un message d'avertissement qu'aucune combinaison n'est définie pour les vérifications ELU. Le problème a été corrigé</td></tr>\n <tr><td>00060554</td><td>Le tableau des résultats pour les contraintes et déformations en béton dans Detail 3D a été corrigé</td></tr>\n <tr><td>00060674</td><td>Maillage très fin autour des tiges a entrainé un échec de calcul. La taille de maillage autour des tiges a été modifiée</td></tr>\n <tr><td>00060813</td><td>Surfaces incorrectes ont été affichées dans la scène après l'opération COUPE et il n'était pas possible d'y associer des éléments. Le bogue a été corrigé</td></tr>\n <tr><td>00060832</td><td>Les effets de poids propre n'étaient pas pris en considération dans les efforts internes et réactions dans Detail 2D. Le bogue a été corrigé</td></tr>\n <tr><td>00061172</td><td>Les modèles de précontrainte pour 2D Detail ont été corrigés. Le problème était lié au bouton manquant de contrainte initiale dans la grille des attributs</td></tr>\n <tr><td>00061245</td><td>Les attributs incorrects du béton 65MPa dans la norme australienne ont été corrigés</td></tr>\n <tr><td>00061312</td><td>Un problème d'impossibilité d'exporter un pied de poteau à l'application 3D Detail de Connection a été résolu</td></tr>\n <tr><td>00061784</td><td>Un problème de définition de distance de ferraillage dans Detail a été corrigé</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060284</td><td>Un problème avec le changement de matériau après enregistrement et réouverture du projet a été corrigé</td></tr>\n <tr><td>00061138</td><td>Un problème avec des appuis non fonctionnels sur les éléments associés par des nœuds intermédiaires d'un élément continu analysé dans Member pour béton a été corrigé</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060047</td><td>Un message d'avertissement a été ajouté dans RCS quand l'annexe national néerlandais est choisi + élément de compression + méthode de courbure nominale pour le calcul des effets de second ordre que cette méthode n'est pas autorisée selon l'annexe néerlandais</td></tr>\n <tr><td>00061593</td><td>L'erreur en essayant de changer les attributs de matériaux dans RCS est corrigée</td></tr>\n <tr><td>00061868</td><td>Il n'était pas possible de démarrer API RCS pour la licence de béton. Maintenant il est possible d'utiliser API RCS pour tous les types de licence</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-25-0-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-25-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_template__copy__3a4b4f7",
"collection": "default",
"id": "3a4b4f7c-f13e-4f8c-992e-161d13ff450a",
"language": "fr-FR",
"lastModified": "2025-07-28T14:51:18.7821639Z",
"name": "RN: Solved incidents 25.0.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 25.0.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-25-0-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n4ef32b5d_d1ef_0157_e796_42c640dd9712",
"collection": "default",
"id": "4ef32b5d-d1ef-0157-e796-42c640dd9712",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "4ef32b5d-d1ef-0157-e796-42c640dd9712",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 25.0.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-05-08T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Publiée le 9 mai 2025</p>\n<table><tbody>\n <tr><td><strong>Toutes les applications</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059322</td><td>Un bogue relatif à la classe de soudure personnalisée dans une section soudée a été corrigé</td></tr>\n <tr><td>00060279</td><td>Correction d'un problème qui pouvait entraîner la perte d'éléments de projet lors de l'ouverture de fichiers provenant d'anciennes versions dans la version 25.0 et de l'ajout de nouveaux éléments</td></tr>\n <tr><td><strong>Beam</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059769</td><td>Résolution du problème de blocage de l'application après l'interruption de l'analyse</td></tr>\n <tr><td><strong>Liens BIM</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00057023</td><td>Un problème avec le fichier corrompu de Checkbot a été résolu</td></tr>\n <tr><td>00058350</td><td>Voilement dans Checkbot n'affiche plus la coche verte, seulement la valeur</td></tr>\n <tr><td>00059664</td><td>Le problème avec les liens BIM vers RFEM 5.35 a été résolu</td></tr>\n <tr><td>00059681</td><td>La position générale de la section dans la scène BIM était incorrecte après l'exportation depuis MIDAS Civil. Le problème était lié au décalage horizontal/vertical de l'utilisateur. Le problème a été corrigé</td></tr>\n <tr><td>00060108</td><td>Un problème lié à l'absence d'effets de charge provenant de RFEM6 a été corrigé</td></tr>\n <tr><td>00060354</td><td>Un problème avec les décalages d'éléments dans Checkbot a été corrigé</td></tr>\n <tr><td><strong>Connection</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059328</td><td>Un problème avec des sections creuses a été résolu</td></tr>\n <tr><td>00059499</td><td>Résolution d'un problème lié à l'absence du paramètre « chevauchement » dans la définition de section BoxDelta. Résolution également d'un problème lié à la dimension de la hauteur de la même section</td></tr>\n <tr><td>00059546</td><td>Correction de l'exportation vers IFC lorsque les têtes des tiges étaient tournées d'environ 45 degrés et avaient des dimensions différentes</td></tr>\n <tr><td>00059923</td><td>Un problème lié à l'enregistrement du rapport en tant que fichier texte a été résolu</td></tr>\n <tr><td>00060046</td><td>Un problème avec les trous oblongs pour deux éléments a été résolu</td></tr>\n <tr><td>00060053</td><td>Un problème concernant le stockage d'une section transversale dans MPRL a été résolu</td></tr>\n <tr><td>00060190</td><td>Un bogue affectant l'ouverture des fichiers Connection a été corrigé</td></tr>\n <tr><td>00060197</td><td>Correction de la publication de conception d'assemblage lorsque le modèle contient une section transversale générale</td></tr>\n <tr><td>00060198</td><td>Un problème concernant les trous oblongs pour deux éléments a été résolu</td></tr>\n <tr><td>00060328</td><td>Un bogue qui provoquait l'affichage horizontal et l'étirement du logo de l'entreprise a été corrigé</td></tr>\n <tr><td><strong>Detail</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060235</td><td>Résolution d'un problème de calcul divergent dans la version 25.0, alors que la version 24.1 calculait bien</td></tr>\n <tr><td>00060239</td><td>L'affichage de la direction du type d'ancrage a été corrigé</td></tr>\n <tr><td>00060270</td><td>La visibilité des moments dans le rapport a été corrigée</td></tr>\n <tr><td>00060348</td><td>Problème avec la position de la charge ponctuelle – la position Y déplaçait la charge hors de plan</td></tr>\n <tr><td>00060571</td><td>Le calcul ne démarrait pas dans le modèle avec deux pieds de poteaux ou plus. Le bogue a été corrigé</td></tr>\n <tr><td>00060596</td><td>Le maillage n'a pas été généré sur un modèle avec deux pieds de poteau sur un bloc de béton</td></tr>\n <tr><td><strong>Licences</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00057909</td><td>Refonte de la façon dont nous travaillons avec les données dans les analyses</td></tr>\n <tr><td><strong>Autres</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00060206</td><td>Le problème de non chargement du contenu en ligne dans l'onglet Actualités de l'application Launcher a été corrigé</td></tr>\n <tr><td>00060612</td><td>Le problème de non chargement du contenu en ligne dans l'onglet Actualités de l'application Launcher a été corrigé</td></tr>\n <tr><td><strong>RCS</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059998</td><td>Les fissures ne peuvent pas être calculées lorsque la surface du tendon précontraint est définie comme « lisse » – pas de bogue, seulement un malentendu</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-25-0-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-25-0-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_25_0_1_61f6fcd",
"collection": "default",
"id": "61f6fcde-f14f-4c33-a67d-7c9f4a964321",
"language": "fr-FR",
"lastModified": "2025-07-28T14:51:44.8262353Z",
"name": "RN: Solved incidents 25.0.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 25.0.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-25-0-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n82a05dcd_e4a6_01a8_b018_55e739cf2f4d",
"collection": "default",
"id": "82a05dcd-e4a6-01a8-b018-55e739cf2f4d",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "82a05dcd-e4a6-01a8-b018-55e739cf2f4d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 25.0.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-04-22T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Publié le 23 avril 2025</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00058087</td><td>Un problème avec le dessin a été corrigé</td></tr>\n <tr><td><strong>Liens BIM</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00057472</td><td>Un problème avec l'importation des effets de charge depuis RFEM6 a été corrigé</td></tr>\n <tr><td>00058797</td><td>Un problème avec l'importation des efforts internes a été étudié. Il s'est avéré que le problème se situe de l'autre côté de l'intégration. Le problème a été signalé à SCIA</td></tr>\n <tr><td>00058913</td><td>Un problème avec l'importation de nœud d'Advance Steel a été corrigé</td></tr>\n <tr><td>00058961</td><td>Le problème lié à la présentation des excentricités des éléments dans la scène 3D a été résolu</td></tr>\n <tr><td>00059518</td><td>Un problème avec l'importation des effets de charge depuis RFEM6 a été corrigé</td></tr>\n <tr><td><strong>Connection</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055871</td><td>La vérification inutile de l'interaction des efforts de traction et de cisaillement dans l'acier pour les tiges vérifiées par EN 1993-1-8 a été supprimée</td></tr>\n <tr><td>00058338</td><td>Correction de la présentation de soudure dans l'image 2D</td></tr>\n <tr><td>00058464</td><td>Il ne s'agit pas d'un bogue. Une soudure incorrecte (en double) a été trouvée dans le modèle</td></tr>\n <tr><td>00058545</td><td>Le problème des soudures manquantes entre les cannelures soudées à une section creuse circulaire a été corrigé</td></tr>\n <tr><td>00059037</td><td>Les projets avec l'erreur « Type de taille de soudure pas attendu » sont corrompus. Le problème est résolu après ouverture dans une version corrigée</td></tr>\n <tr><td>00059927</td><td>Le problème avec les profils CF SHS a été résolu</td></tr>\n <tr><td><strong>Detail</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00056296</td><td>Erreur de divergence dans l'application Detail pour des modèles complexes supportés uniquement par les appuis de compression est corrigée</td></tr>\n <tr><td>00058944</td><td>Un problème de modélisation des barres d'armature dans un bloc de béton où des valeurs négatives étaient utilisées a été corrigé</td></tr>\n <tr><td><strong>Member</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054758</td><td>Un bogue empêchant la modification de la classe de résistance au feu dans les paramètres du projet a été corrigé</td></tr>\n <tr><td>00058289</td><td>Un problème lié à l'ouverture d'un fichier corrompu a été corrigé</td></tr>\n <tr><td><strong>Viewer</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00058111</td><td>Résolution du problème des charges manquantes dans le Viewer</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-25-0-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-25-0-0\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_25_0_0",
"collection": "default",
"id": "6a41ac92-50bc-455d-9024-56a55b840fdc",
"language": "fr-FR",
"lastModified": "2025-07-28T14:29:47.5061261Z",
"name": "RN: Solved incidents 25.0.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.1.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-1-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n7879779b_0bc4_01d8_7575_735652d4be1b",
"collection": "default",
"id": "7879779b-0bc4-01d8-7575-735652d4be1b",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "7879779b-0bc4-01d8-7575-735652d4be1b",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.1.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-04-10T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Publiée le 11 avril 2025</p>\n<table><tbody>\n <tr><td><strong>Toutes les applications</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059504</td><td>Le problème de visualisation du rayon extérieur des coins dans les sections transversales RHS est corrigé</td></tr>\n <tr><td><strong>Liens BIM</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00056681</td><td>Un problème de démarrage de Checkbot à partir de RFEM 6 a été résolu en augmentant le délai d'initialisation</td></tr>\n <tr><td>00057633</td><td>Les résultats erronés pour les combinaisons imbriquées sont ignorés et ne sont plus inclus</td></tr>\n <tr><td>00058401</td><td>Un problème avec la synchronisation des nœuds a été corrigé</td></tr>\n <tr><td>00058704</td><td>Un problème lié à l'importation de composants d'assemblages depuis Tekla a été résolu</td></tr>\n <tr><td>00059310</td><td>Le problème lié à l'opération non reconnue a été corrigé</td></tr>\n <tr><td>00059696</td><td>L'importation incorrecte des contacts de Tekla dans Checkbot a été corrigée</td></tr>\n <tr><td><strong>Connection</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054085</td><td>Correction de la longueur des soudures affichée dans le rapport pour les sections creuses coupées et soudées par plusieurs plans</td></tr>\n <tr><td>00057156</td><td>Les résultats sont fournis avec une tolérance décimale, l'utilisateur peut voir la taille détaillée de la soudure en ajustant la tolérance décimale dans les paramètres du projet</td></tr>\n <tr><td>00057368</td><td>Le problème de l'affectation incorrecte de la classe de boulon avec des attributs matériels nuls a été corrigé</td></tr>\n <tr><td>00057559</td><td>La notification de taille de soudure a été mise à jour et corrigée</td></tr>\n <tr><td>00057630</td><td>Un problème de résultats manquants de l'analyse de voilement a été corrigé</td></tr>\n <tr><td>00057672</td><td>Un problème de soudures manquantes dans Tekla Structures a été résolu</td></tr>\n <tr><td>00057907</td><td>Plusieurs problèmes liés à la base de données MPRL ont été résolus</td></tr>\n <tr><td>00058100</td><td>Un problème concernant le tableau d'effets de charge a été résolu</td></tr>\n <tr><td>00058194</td><td>Un problème avec la vérification de principes de construction a été corrigé</td></tr>\n <tr><td>00058200</td><td>Correction de l'affichage des avertissements liés à des opérations spécifiques</td></tr>\n <tr><td>00058341</td><td>Un problème lié à la création d'un fichier .doc dans l'onglet Rapport a été corrigé</td></tr>\n <tr><td>00058456</td><td>Correction de l'affichage des avertissements liés à des opérations spécifiques</td></tr>\n <tr><td>00058546</td><td>Un problème des résultats manquants de protection structurale contre l'incendie dans la scène 3D a été corrigé</td></tr>\n <tr><td>00058586</td><td>Les flèches qui modifient la taille de la soudure fonctionnent désormais correctement lorsque l'on utilise des unités impériales et fractionnaires</td></tr>\n <tr><td>00058698</td><td>Le problème des platines d'opération CPL connectées à une section circulaire sous un angle a été corrigé</td></tr>\n <tr><td>00058705</td><td>Le format de la date du projet est conforme au paramétrage de langue</td></tr>\n <tr><td>00058880</td><td>Ajout du signe manquant psi,e,v dans les résultats et le rapport pour l'équation dans Résistance à la rupture de bord de béton (EN 1992-4 – 7.2.2.5)</td></tr>\n <tr><td>00058975</td><td>Le problème de la fonction Vérifier la soudure manquante a été résolu</td></tr>\n <tr><td>00059041</td><td>Le nombre de platines qu'il est possible de connecter à l'aide d'articulation est passé de 10 à 24</td></tr>\n <tr><td>00059083</td><td>Un problème lié à l'édition des sections transversales a été résolu</td></tr>\n <tr><td>00059092</td><td>L'erreur lors de la modification ou de l'ajout d'une nouvelle section transversale a été résolue</td></tr>\n <tr><td>00059288</td><td>Un problème concernant l'attribution de noms personnalisés aux sections définies par l'utilisateur a été résolu</td></tr>\n <tr><td><strong>Detail</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00059267</td><td>Le problème des lignes en double dans le rapport de Detail a été résolu</td></tr>\n <tr><td><strong>Member</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00057047</td><td>Le problème lié à l'exécution de GMNIA dans Member pour les structures en béton qui entraînait des erreurs dans le tableau a été corrigé</td></tr>\n <tr><td>00058418</td><td>Correction des changements non appliqués dans la courbe de feu et la protection structurale contre l'incendie dans le paramétrage du projet pour l'analyse de protection structurale contre l'incendie dans l'application Member (acier)</td></tr>\n <tr><td><strong>RCS</strong></td><td><br></td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00058820</td><td>Le problème de non sauvegarde des paramètres de l'élément de conception pour l'élément de compression dans RCS a été corrigé</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-1-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-24-1-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_1_5",
"collection": "default",
"id": "0e4b06d7-1714-4d16-9e9d-904878c5fef5",
"language": "fr-FR",
"lastModified": "2025-07-28T14:52:06.2411714Z",
"name": "RN: Solved incidents 24.1.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.1.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-1-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n9eb645fd_a704_0100_a218_17b03051a30e",
"collection": "default",
"id": "9eb645fd-a704-0100-a218-17b03051a30e",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "9eb645fd-a704-0100-a218-17b03051a30e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.1.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-03-19T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Publiée le 20 mars, 2025</p>\n<table><tbody>\n <tr><td><strong>Toutes les applications</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054578</td><td>Orthographe incorrecte de Chinois comme variante linguistique dans les préférences du programme a été corrigée</td></tr>\n <tr><td>00057853</td><td>Problème avec SCIA ne démarrant pas a été corrigé</td></tr>\n <tr><td>00057867</td><td>Problème d'installation de la v24.1.3.2478 dans quelques cas a été corrigé</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00057485</td><td>Problème avec le rapport a été corrigé</td></tr>\n <tr><td>00057600</td><td>Problème avec les facteurs de combinaison de charge a été corrigé</td></tr>\n <tr><td><strong>Liens BIM</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055308</td><td>Problème d'ouverture de fichier Beam d'une version antérieure a été corrigé</td></tr>\n <tr><td>00056729</td><td>Synchronisation du modèle Advance Steel a été corrigé</td></tr>\n <tr><td>00056994</td><td>L'option Sync a été corrigé et fonctionne maintenant dans Tekla</td></tr>\n <tr><td>00057143</td><td>Le modèle de construction n'a pas été affiché dans la scène après l'importation vers l'application BIM. Ce bogue a été corrigé et maintenant la structure entière est affichée correctement</td></tr>\n <tr><td>00057375</td><td>Problème des dimensions des sections en caisson importées de SAP2000 a été corrigé</td></tr>\n <tr><td>00057970</td><td>Résolu, plus d'informations sur le message d'erreur sont disponibles dans le cas de définition incorrecte de CSS dans le fichier SAF</td></tr>\n <tr><td>00058049</td><td>Le problème avec l'importation de modèles Advance Steel 2024 dans quelques cas a été corrigé</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055394</td><td>Boutons dans le Paramétrage partagé allongés pour accommoder le texte français</td></tr>\n <tr><td>00055629</td><td>Un message d'avertissement de conflit des soudures était affiché même s'il n'y avait pas de conflit entre la soudure partielle et l'élément. Le bogue a été corrigé</td></tr>\n <tr><td>00056148</td><td>Définition du texte corrigé pour les écrans 3,2K et 4K</td></tr>\n <tr><td>00057149</td><td>Problème avec le matériau de base pour les changements des platines a été corrigé</td></tr>\n <tr><td>00057291</td><td>Problème avec la sélection des soudures en lot a été corrigé</td></tr>\n <tr><td>00057660</td><td>Les conditions IF enchaînées dans la définition des paramètres ne ralentissent plus le projet</td></tr>\n <tr><td>00057714</td><td>Problème avec l'affichage de la taille de soudure en ouvrant des projets anciens a été corrigé</td></tr>\n <tr><td>00057719</td><td>Problème avec l'application d'un modèle paramétrique publié antérieurement a été résolu</td></tr>\n <tr><td>00057783</td><td>Une situation de « division par zéro » possible a été identifiée et corrigée par des contrôles paramétriques de l'assemblage</td></tr>\n <tr><td>00057829</td><td>Signe d'inégalité incorrect dans la vérification de tige a été corrigé</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055398</td><td>Problème avec l'exportation de la bêche de Connection vers Detail a été résolu</td></tr>\n <tr><td>00056367</td><td>Problème avec un calcul divergeant en utilisant la bêche a été résolu</td></tr>\n <tr><td>00057447</td><td>Problème où aucun calcul n'a été effectué à cause de rotation d'un bloc de béton a été résolu</td></tr>\n <tr><td>00057450</td><td>Problème où en quelques cas un extrême incorrect a été identifié dans les résultats sommaires a été résolu</td></tr>\n <tr><td>00057489</td><td>Erreur de barre continue a été corrigée</td></tr>\n <tr><td>00057917</td><td>Exportation des efforts de soudure bout à bout a été corrigée, un avertissement pour des cas avec un pied de poteau, tige unique et cisaillement par des tiges a été ajouté</td></tr>\n <tr><td>00058246</td><td>Tableau des résultats pour les valeurs auxiliaires a été corrigé</td></tr>\n <tr><td>00058315</td><td>Problème avec la visualisation de la zone partiellement chargée a été résolu</td></tr>\n <tr><td>00058336</td><td>Problème avec le multiplicateur de taille de maillage par défaut a été résolu</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00056046</td><td>Valeur de 'hc,eff' mieux définie pour les sections transversales en traction pure</td></tr>\n <tr><td>00058012</td><td>Les valeurs de 'd' et 'hc,eff' mieux définies pour les sections transversales en traction pure</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Cas #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00057011</td><td>Problème avec l'exportation de Viewer vers dwg a été corrigé</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-1-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-24-1-4\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_1_4",
"collection": "default",
"id": "6a98a93d-e327-479f-bdce-c3e36db40c08",
"language": "fr-FR",
"lastModified": "2025-07-28T14:52:27.489046Z",
"name": "RN: Solved incidents 24.1.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.1.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-1-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n6c66bada_995d_0104_bfc3_171f064b48b4",
"collection": "default",
"id": "6c66bada-995d-0104-bfc3-171f064b48b4",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "6c66bada-995d-0104-bfc3-171f064b48b4",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.1.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2025-02-12T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released February 13, 2025</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053071</td><td>An issue with UNP profiles has been fixed</td></tr>\n <tr><td>00055721</td><td>Decimal separator settings were removed from the app. The decimal separator is now taken from the system</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00056562</td><td>An issue with the LTB calculation has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054871</td><td>The BIM link with the new SCIA Engineer release is running</td></tr>\n <tr><td>00055205</td><td>A user-specific issue with the Checkbot where the user could not import elements has been resolved by the development team's suggestions</td></tr>\n <tr><td>00055276</td><td>SAP2000 plug-in is fixed to work with IDEA StatiCa Checkbot</td></tr>\n <tr><td>00055514</td><td>An issue where the Checkbot could not open in Tekla structures has been resolved by the development team's suggestions</td></tr>\n <tr><td>00056008</td><td>An issue with import from RFEM6 has been fixed</td></tr>\n <tr><td>00056014</td><td>IDEA StatiCa Checkbot can import generic connections from Revit files</td></tr>\n <tr><td>00056261</td><td>An issue related to the registration of the STAAD.Pro link has been fixed</td></tr>\n <tr><td>00056321</td><td>An issue with the wrong modeling of the child node has been fixed</td></tr>\n <tr><td>00056513</td><td>An issue with the wrong rotation of members in Checkbot has been fixed</td></tr>\n <tr><td>00056895</td><td>An issue with the mapping of a Robot box section to an IDEA box section has been fixed</td></tr>\n <tr><td>00056992</td><td>Synchronization of loads between IDEA and RFEM corrected</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051299</td><td>The mesh error caused by a cut operation was fixed in the solver</td></tr>\n <tr><td>00055083</td><td>Fixed a mistake in code clause number report, wrong clause ACI 349-01 – B.4.5, ACI 349-01 – B.11 changed to correct ACI 349-01 – B.4.5, ACI 349-01 – RB.11</td></tr>\n <tr><td>00055166</td><td>Misleading information about material degradation data in the protocol, in the case of fire design, was fixed</td></tr>\n <tr><td>00055510</td><td>The issue when the double fillet weld on the doubler was wrongly positioned was fixed</td></tr>\n <tr><td>00055778</td><td>The wrong formula for alpha2 for the anchored hook was fixed</td></tr>\n <tr><td>00055845</td><td>The issue with missing icons in the Wizard in Connection application has been fixed. </td></tr>\n <tr><td>00055912</td><td>The visibility of text in the French version corrected</td></tr>\n <tr><td>00056045</td><td>Corrected the corresponding Aff value in the results table for the concrete block</td></tr>\n <tr><td>00056049</td><td>An issue with missing printout preview has been fixed</td></tr>\n <tr><td>00056164</td><td>Contact welds are now excluded from the bill of material</td></tr>\n <tr><td>00056306</td><td>Print preview for welds corrected</td></tr>\n <tr><td>00056716</td><td>Corrected weld directional strength in AISC for rectangular cross-sections</td></tr>\n <tr><td>00056730</td><td>A bug impacting detailed report generation, unless Formulas and Explanations were deactivated, has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055711</td><td>Regarding export from Connection to Detail, the direction of the imported forces representing the stress in the welds has been fixed</td></tr>\n <tr><td>00057190</td><td>Regarding export from Connection to Detail, the direction of the imported forces representing the stress in the welds has been fixed</td></tr>\n <tr><td>00057704</td><td>A critical issue with reversed forces after the export has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055529</td><td>An issue with interrupted calculation in Member has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-1-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_1_3",
"collection": "default",
"id": "56c5294a-f043-467c-9d9a-9cee08c0c3c8",
"language": "fr-FR",
"lastModified": "2025-03-31T10:45:15.9364025Z",
"name": "RN: Solved incidents 24.1.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.1.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-1-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n35209968_8766_0119_c6d3_81f53a309151",
"collection": "default",
"id": "35209968-8766-0119-c6d3-81f53a309151",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "35209968-8766-0119-c6d3-81f53a309151",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.1.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-12-16T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released December 17, 2024</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055306</td><td>Fixed issue with opening file created in older version</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055132</td><td>RFEM link: Import of points with line reference fixed</td></tr>\n <tr><td>00054686</td><td>An issue with the export from SAP2000 to Checkbot related to \"Unexpected input in AmericanSubcodeExtensions functions\" has been fixed</td></tr>\n <tr><td>00054723</td><td>An issue with member incorrect rotation import from SAP 2000 into Checkbot was fixed</td></tr>\n <tr><td>00055250</td><td>STAAD.Pro link: Integration via installer fixed</td></tr>\n <tr><td>00055802</td><td>An issue with the wrong position of the work plane after import from Tekla has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054792</td><td>Symbols for bolts according to design codes fixed</td></tr>\n <tr><td>00055396</td><td>An issue with the wrong anchor length in the IFC file solved</td></tr>\n <tr><td>00055440</td><td>The issue has been fixed by hiding the dimension when the bolt exploded</td></tr>\n <tr><td>00055624</td><td>Fixed inner line (beam flange) and outline (beam web) node connectivity for some cases, e.g. notched beam</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054851</td><td>The issue between the sharp and beta versions has been fixed</td></tr>\n <tr><td>00055275</td><td>The issue between the sharp and beta versions has been fixed</td></tr>\n <tr><td>00055464</td><td>The results in Detail have been fixed</td></tr>\n <tr><td>00055898</td><td>The issue with the initiation of the simulation has been fixed</td></tr>\n <tr><td>00055915</td><td>An issue with incorrect text in the report header solved</td></tr>\n <tr><td>00055986</td><td>A bug has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00056012</td><td>Strength reduction factor in the calculation of f<sub>cd,fat </sub>when calculating compression strut for fatigue shear effects is taken into account</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00055295</td><td>Export from Connection to IFC files corrected</td></tr>\n <tr><td>00055680</td><td>An issue with displaying holes in Viewer has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-1-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_template__copy_",
"collection": "default",
"id": "3c4dbc16-872e-4a98-ba0f-8cfdbacc6fb9",
"language": "fr-FR",
"lastModified": "2025-03-31T10:45:32.0578272Z",
"name": "RN: Solved incidents 24.1.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.1.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-1-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ce63cbfd_e83a_0135_9b6c_b65c1152b31e",
"collection": "default",
"id": "ce63cbfd-e83a-0135-9b6c-b65c1152b31e",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "ce63cbfd-e83a-0135-9b6c-b65c1152b31e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.1.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-11-21T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released November 22, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053754</td><td>Material characteristics that have no influence on the calculation have been hidden from the materials' property grid</td></tr>\n <tr><td>00054411</td><td>Resolved issue with Bitdefender antivirus blocking installation of IDEA StatiCa</td></tr>\n <tr><td>00054795</td><td>An issue with editing throat welds of welded cross sections was fixed</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054765</td><td>The issue with the error during LTB calculation in the Beam application has been resolved</td></tr>\n <tr><td>00055057</td><td>An error when importing and editing the reinforcement in Beam has been fixed</td></tr>\n <tr><td>00055418</td><td>An issue with the input of reinforcement in the Beam application has been resolved</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054841</td><td>An issue with the export of a general cross-section from SAP2000 solved</td></tr>\n <tr><td>00055036</td><td>An issue with incorrect export from Advance Steel solved</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00050413</td><td>An issue affecting Load Effects when switching from percentage to absolute loading was resolved</td></tr>\n <tr><td>00051600</td><td>The nonconformity warning for models of anchoring with more than one base plate was updated. Warning can be switched off by Concrete breakout resistance value in Code setup</td></tr>\n <tr><td>00053848</td><td>The size of bolts and washers has been fixed in IFC format</td></tr>\n <tr><td>00053988</td><td>An issue with the import of dxf files has been fixed</td></tr>\n <tr><td>00054085</td><td>Resolved display of incorrect weld length and connected plates when operation Rib was used to produce multiple ribs</td></tr>\n <tr><td>00054702</td><td>The top header with project information when exporting the report in Connection to Word or PDF is back</td></tr>\n <tr><td>00054756</td><td>An issue with the parametric template was fixed</td></tr>\n <tr><td>00054802</td><td>The numbering of pages in the report has been fixed</td></tr>\n <tr><td>00054876</td><td>When adding default material that does not exist - use the factory default</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054193</td><td>Import from Connection to Datail - an issue with a bad position of the solid block has been resolved</td></tr>\n <tr><td>00054440</td><td>According to customer feedback, removing the \"&\" and space \" \" from the project item name solved the report generation problem</td></tr>\n <tr><td>00054965</td><td>A problem with the visualization of the loads in Detail 2D in the report is fixed</td></tr>\n <tr><td>00055014</td><td>An issue with load export from Connection to Detail has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053705</td><td>The M axis on the interaction diagram in Member has been fixed</td></tr>\n <tr><td>00054149</td><td>An issue with convergence solved</td></tr>\n <tr><td>00054588</td><td>MNA analysis was not stopping at limit plastic strain. Issue was fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053142</td><td>For the Dutch NA in RCS, the check acc. to NEN1992-1-1 6.1(9) regarding the maximum height of the compression zone is checked using Xu, the compression zone height at Mu</td></tr>\n <tr><td>00054835</td><td>The dimensions of the reinforcement layout when modeling an oval cross-section as beams are indicated correctly again</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00054506</td><td>An issue with the export of 3D dwg files in Viewer has been fixed</td></tr>\n <tr><td>00054548</td><td>An issue with empty DWG files after export solved</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-1-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-24-1-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_1_1",
"collection": "default",
"id": "4eda7bfd-7a6e-4867-8e76-e13e9f65efcc",
"language": "fr-FR",
"lastModified": "2025-03-31T10:45:48.1819182Z",
"name": "RN: Solved incidents 24.1.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.1.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-1-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e8d18efb_a921_0122_a1f1_c258c84175e2",
"collection": "default",
"id": "e8d18efb-a921-0122-a1f1-c258c84175e2",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "e8d18efb-a921-0122-a1f1-c258c84175e2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.1.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-10-22T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released October 23, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053462</td><td>Fixed an issue with the CSV import of materials in the MPLR database. Materials were imported, but could not be used in operations</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00050627</td><td>The issue with the calculation of deflection has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00049549</td><td>IDEA StatiCa now works with SDS2 Version 2024</td></tr>\n <tr><td>00051843</td><td>Synchronization in Checkbot works (the member is no longer synchronized, but remains there; it cannot be deleted).</td></tr>\n <tr><td>00052381</td><td>A supported version of ETABS has to be installed as the last one for the BIM links to work</td></tr>\n <tr><td>00052935</td><td>An issue with missing results in Checkbot has been fixed</td></tr>\n <tr><td>00052976</td><td>The BIM link with SCIA engineer is working properly</td></tr>\n <tr><td>00053465</td><td>An issue with import from Tekla has been fixed</td></tr>\n <tr><td>00053719</td><td>An issue with opening an older project in Checkbot has been fixed</td></tr>\n <tr><td>00053740</td><td>If the connection is exported to IFC, it can be correctly displayed in BIMVision or Solibri</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052267</td><td>The issue with opening ideacon file was fixed</td></tr>\n <tr><td>00050679</td><td>An issue when the preferred weld increment size was not used when incrementing weld size is fixed</td></tr>\n <tr><td>00051794</td><td>An issue with the wrong weld type conversion from EN to AISC solved</td></tr>\n <tr><td>00052722</td><td>An issue with missing results for buckling analysis in Connection has been fixed</td></tr>\n <tr><td>00052965</td><td>Unable to reproduce in release 24.1.0 - marked as resolved by the development team</td></tr>\n <tr><td>00053157</td><td>An issue with the collision check in Connection has been fixed</td></tr>\n <tr><td>00053162</td><td>The correct value for MRd,ser in the report for the pin bending utilization check is displayed</td></tr>\n <tr><td>00053243</td><td>The value of surface emissivity for the steel member is set to the value corresponding to EN 1993-1-2</td></tr>\n <tr><td>00053267</td><td>Fixed temperature isobands (colors draw) in the check tab for some cases.</td></tr>\n <tr><td>00053508</td><td>An issue when the plate cut creates 2 welds on a single weld line is fixed</td></tr>\n <tr><td>00053511</td><td>An issue with a template missing under the \"Propose\" option was fixed</td></tr>\n <tr><td>00053743</td><td>A better distinction has been implemented between A325 bolt assemblies</td></tr>\n <tr><td>00054155</td><td>A question about anchor checks was answered</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051201</td><td>An issue with continuous reinforcement was fixed</td></tr>\n <tr><td>00053404</td><td>App crash during adding new DRM into the project was fixed</td></tr>\n <tr><td>00053452</td><td>The wrong unit presentation for surface loads in 3D Detail was fixed</td></tr>\n <tr><td>00053559</td><td>A more accurate warning for calculation failure was implemented in 3D Detail</td></tr>\n <tr><td>00053812</td><td>Concrete materials are now listed in the report</td></tr>\n <tr><td>00054113</td><td>An issue with lost results after saving the project was fixed</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053451</td><td>When the error 'Number of allowed activations exceeded' occurs when trying to log in, you can still access the IDEA StatiCa start window in the latest version</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052775</td><td>Singularity in the fire resistance model was corrected in Member for concrete</td></tr>\n <tr><td>00053275</td><td>In some cases, due to working with the app through the cloud, the system file desktop.ini appeared in the model folder, making it impossible to edit the connection. Now, the fix was implemented to prevent this file from being created in the model folder</td></tr>\n <tr><td>00053807</td><td>The diagram and the legend for the reinforcement stress σs are displayed correctly now</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00053490</td><td>An issue with the loads on online Viewer was fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-1-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_1_0",
"collection": "default",
"id": "d1ee1fff-57cf-4cec-b666-643cf56742a4",
"language": "fr-FR",
"lastModified": "2025-03-31T10:46:07.9180609Z",
"name": "RN: Solved incidents 24.1.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.6"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-6"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n7a728c61_9a6f_0167_5eb6_f95ee86e5f8a",
"collection": "default",
"id": "7a728c61-9a6f-0167-5eb6-f95ee86e5f8a",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "7a728c61-9a6f-0167-5eb6-f95ee86e5f8a",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.6"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-10-16T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released October 17, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052955</td><td>An issue with multi-select has been fixed</td></tr>\n <tr><td>00053599</td><td>The Issue with user-defined materials is solved</td></tr>\n <tr><td>00053693</td><td>An issue with user-defined materials has been fixed</td></tr>\n <tr><td>00053838</td><td>User-defined MPRL now correctly works</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052401</td><td>An issue with using previously defined material, saved in MPRL was solved</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048354</td><td>IDEA StatiCa Checkbot now is compatible with SDS2 2024</td></tr>\n <tr><td>00051243</td><td>An issue with the import of load effects from the SAF file has been fixed</td></tr>\n <tr><td>00052414</td><td>The issue connected to result classes assigned to nodes in Checkbot is solved</td></tr>\n <tr><td>00052517</td><td>The issue with the export from Melody solved</td></tr>\n <tr><td>00052522</td><td>IDEA StatiCa Checkbot now is compatible with SDS2 2024</td></tr>\n <tr><td>00053725</td><td>Custom cross-sections in SAP2000 are now supported.</td></tr>\n <tr><td>00053758</td><td>An issue with SAP2000 BIM link was resolved, import of cross-sections by name is now allowed</td></tr>\n <tr><td>00054007</td><td>Checkbot reinitialized connection file if data are corrupt</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00050973</td><td>Fixed changing of welding material in the property grid</td></tr>\n <tr><td>00051909</td><td>Corrected the base plate calculation with the exclusion of anchors</td></tr>\n <tr><td>00052356</td><td>The issue with MjRd interaction in multiple load interactions in stiffness analysis was fixed</td></tr>\n <tr><td>00052597</td><td>Fixed problems with concrete side-face blowout calculation for other than the initial orientation (direction, pitch, inclination) of the member</td></tr>\n <tr><td>00052696</td><td>Corrected the Endplate operation - restoring deleted bolts</td></tr>\n <tr><td>00052707</td><td>An issue with IFC export has been fixed</td></tr>\n <tr><td>00052843</td><td>The issue with numerical precision in weld sizes has been fixed </td></tr>\n <tr><td>00052980</td><td>The issue with the minimum ductility check has been fixed, the fu value of the weld is now correctly being used in the formula</td></tr>\n <tr><td>00053124</td><td>Improved error message when a weld material of welded cross-section is not defined correctly</td></tr>\n <tr><td>00053359</td><td>An issue with the export of the report to Word in Connection application is fixed</td></tr>\n <tr><td>00053420</td><td>An issue with calculation of a complex model has been fixed</td></tr>\n <tr><td>00053503</td><td>An issue with the multi-select of SP operations has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-0-6"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_6",
"collection": "default",
"id": "0146931e-334e-47ea-ae6d-a224b71bb20a",
"language": "fr-FR",
"lastModified": "2025-03-31T10:46:41.717049Z",
"name": "RN: Solved incidents 24.0.6",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "eef6aa1a_a152_01c4_0c82_7b5158c6fb43",
"collection": "default",
"id": "eef6aa1a-a152-01c4-0c82-7b5158c6fb43",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "eef6aa1a-a152-01c4-0c82-7b5158c6fb43",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-09-19T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released September 20, 2024</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td><br></td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00050335</td><td>Language settings removed from the Beam application</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00046251</td><td>STAAD.Pro BIM link installer is now working properly</td></tr>\n <tr><td>00051549</td><td>Tekla BIM link issue resolved</td></tr>\n <tr><td>00052517</td><td>Corrected issue with the export from Melody</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00049505</td><td>Fix of the model of a continuous member</td></tr>\n <tr><td>00050450</td><td>An issue with automatic adjustment of weld strength has been fixed</td></tr>\n <tr><td>00051756</td><td>An issue when calculating the dimensions within a plate in the editor due to applied operations has been fixed</td></tr>\n <tr><td>00052286</td><td>Corrected missing load case in Capacity design analysis</td></tr>\n <tr><td>00052353</td><td>The possibility of adding multiple anchors with shear lugs for the same base plate was added. However, anchors, shear lugs, and concrete blocks are checked separately</td></tr>\n <tr><td>00052467</td><td>Corrected the 3D stress view in the Fire design</td></tr>\n <tr><td>00053186</td><td>Object reference bug resolved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051458</td><td>An issue with exporting from the Connection app to the Detail app has been fixed</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051976</td><td>The usage report problem in the User Portal is resolved</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048682</td><td>An issue with reports regarding blank sections has been fixed</td></tr>\n <tr><td>00050145</td><td>An issue with black bars in a report in the Member application is fixed</td></tr>\n <tr><td>00050784</td><td>The fire resistance calculation was improved by considering all the necessary factors and is now working properly</td></tr>\n <tr><td>00051232</td><td>Printing of buckling or imperfections does not overflow page size</td></tr>\n <tr><td>00052731</td><td>The concrete member module report issue resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00052092</td><td>Calculation of l_bd of stirrups was fixed</td></tr>\n <tr><td>00052226</td><td>The issue with sigma_cd,max,i and sigma_cd,min,i in fatigue calculation was fixed</td></tr>\n <tr><td>00052903</td><td>The issue with wrong loads being remembered in RCS after making changes has been fixed </td></tr>\n <tr><td> </td><td> </td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-0-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_5",
"collection": "default",
"id": "693d835c-e35f-4318-a179-cec026dafc9f",
"language": "fr-FR",
"lastModified": "2025-03-31T10:47:08.3715992Z",
"name": "RN: Solved incidents 24.0.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n778434b7_6d59_01de_b768_1c2001b36868",
"collection": "default",
"id": "778434b7-6d59-01de-b768-1c2001b36868",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "778434b7-6d59-01de-b768-1c2001b36868",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-08-15T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released August 18, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00049681</td><td>The login issue requiring changes to the computer time has been fixed</td></tr>\n <tr><td>00051336</td><td>Negative volume applied on a continuous member with welded cross-section caused failing generation of throat welds</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051692</td><td>The issue with DXF import has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048250</td><td>A bug preventing the import of some connections from SDS2 was fixed</td></tr>\n <tr><td>00048586</td><td>A bug in the BIM link with RSA regarding a SYNC function has been fixed</td></tr>\n <tr><td>00049819</td><td>The issue with synchronizing models has been solved</td></tr>\n <tr><td>00051031</td><td>An issue with the installation of STAAD was solved</td></tr>\n <tr><td>00051067</td><td>An issue with resetting manufacturing operations in Checkbot has been fixed</td></tr>\n <tr><td>00051248</td><td>Wrong import of forces related to LCS set by vector corrected</td></tr>\n <tr><td>00051309</td><td>A bug preventing the import of bolts from Tekla Structures was fixed</td></tr>\n <tr><td>00051529</td><td>An issue with the wrong format of load effects imported from RFEM has been fixed</td></tr>\n <tr><td>00051594</td><td>A bug in BIM link with STAAD.Pro 22 has been fixed</td></tr>\n <tr><td>00051808</td><td>An issue with the Timeout for API command solved</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051049</td><td>A bug regarding files being blocked by Windows has been resolved</td></tr>\n <tr><td>00051170</td><td>Fixed error \"Index was out of range\" during check of anchors</td></tr>\n <tr><td>00051250</td><td>Model adaptation because of incorrect butt welds</td></tr>\n <tr><td>00051369</td><td>The issue with an inaccurate generation of MPC elements for butt welds fixed</td></tr>\n <tr><td>00051389</td><td>The issue with the Connection Library has been fixed</td></tr>\n <tr><td>00051539</td><td>The problem that caused the abnormal deformed shape of a beam-to-beam connection has been fixed</td></tr>\n <tr><td>00051584</td><td>A bug in Connection regarding a generation of Report has been fixed</td></tr>\n <tr><td>00051990</td><td>The issue in the Connection Module where inserting and operating the End Plate would cause the rest of the components to disappear has been fixed</td></tr>\n <tr><td>00052295</td><td>An issue with missing project positions has been fixed</td></tr>\n <tr><td><strong>Connection Library</strong></td><td> </td></tr>\n <tr><td>00049106</td><td>Connection Library loading issue was fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00050774</td><td>An issue with saving edited material in the Detail application has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00049736</td><td>A bug regarding a change of the name of the Member folder has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00051033</td><td>Annex NN is now correctly not being used anymore in RCS when the option Annex NN is checked off while the bridge norm and railway type bridge are selected</td></tr>\n <tr><td>00051307</td><td>An issue with Ecd value in the RCS application was fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": "version-24-0-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_4",
"collection": "default",
"id": "adc94a0e-8574-4db3-9f84-c23275472cff",
"language": "fr-FR",
"lastModified": "2025-03-31T10:47:22.45422Z",
"name": "RN: Solved incidents 24.0.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d6f45c5d_fb31_013e_239b_86908c3a0a4c",
"collection": "default",
"id": "d6f45c5d-fb31-013e-239b-86908c3a0a4c",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "d6f45c5d-fb31-013e-239b-86908c3a0a4c",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-07-17T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released July 18, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048838</td><td>The material properties changed according to the code</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045650</td><td>An issue with importing cold-formed CS has been fixed</td></tr>\n <tr><td>00046372</td><td>An issue with Geometry import from the SAF file has been fixed</td></tr>\n <tr><td>00048567</td><td>An issue with importing a model with seismic combinations from STAAD.Pro has been fixed</td></tr>\n <tr><td>00049174</td><td>A local issue in the BIM link with RFEM 6 was fixed</td></tr>\n <tr><td>00049352</td><td>The BIM link with AxisVM version 7-3b is now fixed and with a dramatic speed improvement</td></tr>\n <tr><td>00049788</td><td>A problem with large plated connections has been identified and partially fixed. Some additional steps are still required as a workaround though</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048878</td><td>An issue with missing pictures in the report has been fixed</td></tr>\n <tr><td>00049505</td><td>Position of shear force fixed on continuous beam</td></tr>\n <tr><td>00049968</td><td>An issue with the stiffness of anchors has been fixed</td></tr>\n <tr><td>00050044</td><td>Steel material strength (and reductions for increasing thickness) will now be accounted for when applied to shear lugs as with regular steel elements</td></tr>\n <tr><td>00050257</td><td>Additional warning message added for certain combinations of timber joint</td></tr>\n <tr><td>00050378</td><td>Recalculating unbalanced forces when any operation is changed</td></tr>\n <tr><td>00050475</td><td>Corrected issue with buckling analysis in footing joints</td></tr>\n <tr><td>00050533</td><td>Corrected an issue with section factor for unprotected steel in case of hollow cross sections with small fold</td></tr>\n <tr><td>00050733</td><td>When changing the connection type in the fin plate operation, the connection was not updated. The error was fixed</td></tr>\n <tr><td>00050984</td><td>Fixed a bug where the user could not change the type of a fin plate to welded</td></tr>\n <tr><td>00051050</td><td>The issue with the graphic window not updating when changing to bolted or welded in manufacturing operation shifted endplate is now fixed</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048989</td><td>The orange \"i\" button was not orange even though an update was available. The issue is now fixed</td></tr>\n <tr><td>00049310</td><td>An issue related to a license user configuration has been fixed</td></tr>\n <tr><td>00049799</td><td>An issue related to a license user configuration has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-24-0-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_3",
"collection": "default",
"id": "0c4ee7f9-29a9-408b-b290-2e2f32ff0e98",
"language": "fr-FR",
"lastModified": "2025-03-31T10:47:51.157356Z",
"name": "RN: Solved incidents 24.0.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f3a82a54_ea08_0112_d55f_6124f730000a",
"collection": "default",
"id": "f3a82a54-ea08-0112-d55f-6124f730000a",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "f3a82a54-ea08-0112-d55f-6124f730000a",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-06-25T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released June 26, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048129</td><td>Pasting of coordinates from clipboard when creating cold-formed profile has been fixed</td></tr>\n <tr><td>00048890</td><td>Improved the smallest distance of nodes for DXF import</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048373</td><td>Fixed random crash during the calculation of a concrete beam</td></tr>\n <tr><td>00049576</td><td>The issue with dxf import has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047358</td><td>The patch of SAP 2000 25.2.0 has been tested and is compatible with the latest version of IDEA StatiCa</td></tr>\n <tr><td>00047796</td><td>Corrected import of internal forces from RFEM 6.06.0002 causing unbalanced forces in connection models</td></tr>\n <tr><td>00048050</td><td>An issue with the import of members from RFEM6 has been fixed</td></tr>\n <tr><td>00048249</td><td>An issue with starting Checkbot from Tekla has been fixed</td></tr>\n <tr><td>00048623</td><td>An issue with the import of members from SAFthe file has been fixed</td></tr>\n <tr><td>00049183</td><td>An issue with incorrect rotation of the angle profile imported from Tekla has been fixed</td></tr>\n <tr><td>00049251</td><td>Fixed ability to calculate connection directly from Checkbot</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045359</td><td>The difference between models could be explained; it was not a bug</td></tr>\n <tr><td>00045498</td><td>Corrected the fire analysis calculation in the case of bolted member</td></tr>\n <tr><td>00047239</td><td>Fixed a bug where closing the app after unselecting all products in the license application resulted in an error message on the next launch</td></tr>\n <tr><td>00047497</td><td>The issue with incorrect dimensions of rolled T-sections is fixed</td></tr>\n <tr><td>00047948</td><td>Correct calculation of the distance of the bolt from the edge for circular plate in detailing checks</td></tr>\n <tr><td>00048059</td><td>An issue with the \"cut of member\" operation in Connection has been fixed</td></tr>\n <tr><td>00048355</td><td>Corrected mesh discontinuity around holes</td></tr>\n <tr><td>00048566</td><td>An issue with incorrect mapping during the import of design from Connection Library has been fixed</td></tr>\n <tr><td>00048568</td><td>An issue with material properties for high strength steel for Australian Standard and Eurocode has been fixed</td></tr>\n <tr><td>00048707</td><td>Corrected the difference of visibility of welds in CUT Operation for Checkbot and Standalone</td></tr>\n <tr><td>00048847</td><td>The issue connected with the RHS section added manually and via library for AISC, where the incompatibility of results has been diagnosed, is fixed </td></tr>\n <tr><td>00049097</td><td>The problem with the dxf import in IDEA StatiCa Connection, when roundings are included, has been fixed</td></tr>\n <tr><td>00049178</td><td>The issue when the fastener grid command did not create bolts is fixed</td></tr>\n <tr><td>00049207</td><td>The issue when the fastener grid command did not create bolts is fixed</td></tr>\n <tr><td>00049280</td><td>Warning message formatting of prequalified connection check has been fixed</td></tr>\n <tr><td>00049523</td><td>The diagram of forces in pins corrected</td></tr>\n <tr><td>00049748</td><td>An issue with incorrect detailing check has been fixed</td></tr>\n <tr><td>00049809</td><td>An issue with program crush during calculation has been fixed</td></tr>\n <tr><td>00050127</td><td>An issue impacting the edge distance calculated for circular stiffening plates has been resolved</td></tr>\n <tr><td><strong>Connection Library</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045603</td><td>In the web connection library, when a connection is not available, it shows better information</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048449</td><td>The Issue with deleting the model unused cross-sections was solved</td></tr>\n <tr><td>00049299</td><td>Interconnection with reinforcement fixed for patch device</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048697</td><td>The problem with the interruption of the calculation in IDEA StatiCa Member when there is a bolted connection has been resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00046272</td><td>The issue with detailing for walls in RCS has been fixed</td></tr>\n <tr><td>00047232</td><td>Member: Load builder adaptation for concrete members opened from Checkbot has been fixed</td></tr>\n <tr><td>00047884</td><td>The user was using Windows 7, solved by launching RCS on his more recent Windows 10 computer</td></tr>\n <tr><td>00048958</td><td>API for RCS has been updated and fixed</td></tr>\n <tr><td>00049180</td><td>The issue with reinforcement not updating directly after making changes has been fixed</td></tr>\n <tr><td>00049202</td><td>The decimal separator in RCS is again based on the PC settings and not on the language</td></tr>\n <tr><td>00049625</td><td>The issue with an error message when generating a report in RCS has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Licensing",
"codename": "licensing"
}
],
"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": "version-24-0-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-24-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_2",
"collection": "default",
"id": "808ed24c-cac8-426d-a7d1-9548aeb94a3e",
"language": "fr-FR",
"lastModified": "2025-03-31T10:48:06.1416858Z",
"name": "RN: Solved incidents 24.0.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n421d17a5_16cf_01d3_1022_fbbf7bb4c6a1",
"collection": "default",
"id": "421d17a5-16cf-01d3-1022-fbbf7bb4c6a1",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "421d17a5-16cf-01d3-1022-fbbf7bb4c6a1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-05-13T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released May 14, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048269</td><td>An issue with creating a general cross-section in the editor has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045014</td><td>An issue with the wrong rotation of a cross-section imported from Tekla has been fixed</td></tr>\n <tr><td>00045846</td><td>Checkbot error message when importing a model from STAAD.Pro was revised and fixed.</td></tr>\n <tr><td>00045944</td><td>The AD 2024 1.2 plugin has been tested and is validated for use as a BIM link with IDEA StatiCa</td></tr>\n <tr><td>00046233</td><td>An issue with the import of nodes from RFEM has been fixed</td></tr>\n <tr><td>00046561</td><td>Now the rotations of angles cross sections coming from STAAD.Pro to Checkbot are matching. </td></tr>\n <tr><td>00047252</td><td>An issue with import from Tekla has been fixed</td></tr>\n <tr><td>00047824</td><td>The Checkbot link is now available for SDS2 Version 2024</td></tr>\n <tr><td>00048486</td><td>The issue with crashing Tekla 2024 in cooperation with Checkbot 24.0 fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048035</td><td>An issue with the new pin material has been identified and fixed.</td></tr>\n <tr><td>00048234</td><td>An issue with misleading detailing check has been fixed</td></tr>\n <tr><td>00048344</td><td>An issue with the dxf definition of a plate has been corrected.</td></tr>\n <tr><td>00048430</td><td>The issue with the DFX import in the Connection app has been fixed</td></tr>\n <tr><td>00048608</td><td>The issue with the DXF import has been fixed, so it is possible to import a DXF as expected</td></tr>\n <tr><td>00048757</td><td>The issue connected with a report in another language has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00046325</td><td>The issue connected with limit force has been fixed</td></tr>\n <tr><td>00048374</td><td>The problem with the crack width limit value in the Detail app was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047692</td><td>The issue with creating CUT has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047745</td><td>The issue with the interaction check in RCS has been fixed</td></tr>\n <tr><td>00047903</td><td>The calculation of S_{r,max} is corrected for complex sections due to the incorrect calculation of the spacing between the bonded reinforcement</td></tr>\n <tr><td>00048178</td><td>The issue regarding the limited interaction check switched on not being copied to other sections in RCS was fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00048307</td><td>An issue with the case sensitivity of the file suffix fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-24-0-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_1",
"collection": "default",
"id": "0e230b0d-fb70-4b3d-a4ab-e7d9b7a0ed6a",
"language": "fr-FR",
"lastModified": "2025-03-31T10:48:27.2225879Z",
"name": "RN: Solved incidents 24.0.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 24.0.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-24-0-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "adab0bfa_03e0_01db_c627_411c1806d0e5",
"collection": "default",
"id": "adab0bfa-03e0-01db-c627-411c1806d0e5",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "adab0bfa-03e0-01db-c627-411c1806d0e5",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 24.0.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-04-23T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released April 24, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044581</td><td>Corrected the unprecise parameters of library cross-section UC203x203x100</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047351</td><td>A new description has been added for the unavailable nonlinear deflection simulation regarding the composite section in the Beam app</td></tr>\n <tr><td>00047531</td><td>It is now possible to model prestress tendons without working prestress, so as passive reinforcement</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045299</td><td>An issue with the wrong rotation of members imported from Tekla has been fixed</td></tr>\n <tr><td>00045846</td><td>The import process from STAAD.Pro to IDEA StatiCa was improved for members with rotations</td></tr>\n <tr><td>00045884</td><td>Fixed incorrectly imported values of shear force Vz from RFEM 6.05.0006 to Checkbot</td></tr>\n <tr><td>00045913</td><td>An issue with incorrect rotation (Beta angle) of some L cross-sections after importing a structure from STAAD.Pro has been fixed</td></tr>\n <tr><td>00046175</td><td>Fix of rounded plates import from Advance Steel</td></tr>\n <tr><td>00046248</td><td>The issue with the misalignment of inclined members in the Checkbot after import from SCIA Engineer has been solved</td></tr>\n <tr><td>00046266</td><td>Improved IOM import from BIM Expert software </td></tr>\n <tr><td>00046355</td><td>An issue with an import of load effects from the SAF file has been fixed</td></tr>\n <tr><td>00046561</td><td>The angle sections come from STAAD.Pro now have the correct rotation when importing them in Checkbot</td></tr>\n <tr><td>00046599</td><td>Fix of the sync issue in Checkbot (Autodesk Robot)</td></tr>\n <tr><td>00046918</td><td>The problem with export from Tekla to Connection is solved</td></tr>\n <tr><td>00046953</td><td>BIM link detection and installation has been improved for the import between SDS2 and Checkbot.</td></tr>\n <tr><td>00047176</td><td>The Checkbot now has the ability to display unmodifiable and dependent material properties</td></tr>\n <tr><td>00047318</td><td>Updated BIM link for SCIA Engineer 24</td></tr>\n <tr><td>00047536</td><td>The issue with incorrect import of rectangle hollow cross-sections was solved</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044342</td><td>Crashes after creating the report were solved</td></tr>\n <tr><td>00045197</td><td>Solved problem with the generation of stiffener on the top of the ended member</td></tr>\n <tr><td>00045291</td><td>Fixed mismatching internal forces when imported to a new connection project (Connection import command) from another connection project that was imported to Checkbot from Modest FEA software</td></tr>\n <tr><td>00045779</td><td>Improved calculation by increasing element size on concrete subsoil part</td></tr>\n <tr><td>00045871</td><td>Corrected visibility of slotted holes in IFC export</td></tr>\n <tr><td>00046153</td><td>The problem with report generation getting stuck in the Connection app has been solved</td></tr>\n <tr><td>00046342</td><td>Fixed wrong perspective display of the first sketch inserted in the bill of material</td></tr>\n <tr><td>00046388</td><td>Peak weld utilization was not shown under the \"Extreme\" output view, now the overall check should be consistent with weld results</td></tr>\n <tr><td>00046524</td><td>An issue with the walls of CHS 'splitting' under load at certain rotations has been corrected</td></tr>\n <tr><td>00046744</td><td>Solved problem with the generation of stiffener on the top of the ended member</td></tr>\n <tr><td>00046895</td><td>An unexpected error in IDEA Connection app was solved</td></tr>\n <tr><td>00046915</td><td>The issue of incorrect displaying of summary results has been resolved</td></tr>\n <tr><td>00047173</td><td>The problem with mesh generation has been fixed. </td></tr>\n <tr><td>00047215</td><td>Solved problem with the generation of stiffener on the top of the ended member</td></tr>\n <tr><td>00047309</td><td>An issue with the operation stiffener has been fixed</td></tr>\n <tr><td>00047325</td><td>Concrete block results were not visible when there were no critical load effects for concrete in the model. It was fixed - the concrete results are always visible</td></tr>\n <tr><td>00047457</td><td>Welded built-up sections are now able to retain their welds when changing their origin type</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045576</td><td>An issue with missing pictures from the gallery and topology optimization in the report has been fixed</td></tr>\n <tr><td>00046778</td><td>The issue of incorrect extreme selection in Detail for the summary results has been resolved</td></tr>\n <tr><td>00047607</td><td>The issue of incorrect deflection evaluation due to creep factor has been resolved</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045888</td><td>Corrected duplication of load values</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00047249</td><td>The RCS code-check that mistakenly gives OK for the maximal distance of stirrups (9.5.3) in some cases has been repaired</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-24-0-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-24-0-0\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_24_0_0",
"collection": "default",
"id": "e8eab9ed-7f8b-45e2-853d-cc1a446c0ed0",
"language": "fr-FR",
"lastModified": "2025-03-31T10:48:48.2259895Z",
"name": "RN: Solved incidents 24.0.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.1.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-1-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "a9bec174_f393_019a_a7fb_9eb968ba4174",
"collection": "default",
"id": "a9bec174-f393-019a-a7fb-9eb968ba4174",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "a9bec174-f393-019a-a7fb-9eb968ba4174",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.1.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-03-10T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released March 11, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00046364</td><td>An issue whereby the use of <strong><default></strong> as the material type led to errors in IDEA StatiCa Steel Member, which could have been avoided by setting a specific material such as <strong>S 355</strong> instead, has been resolved</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00045747</td><td>An issue with detailing check of minimum reinforcement is fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044037</td><td>Import error from RAM has been fixed, allowing for complete structure to be imported</td></tr>\n <tr><td>00044876</td><td>Fix in import from STAAD.Pro 22 version older than 22.05</td></tr>\n <tr><td>00045308</td><td>Import of bolts from Advance Steel corrected</td></tr>\n <tr><td>00045587</td><td>Corrected the 3D view of imported members from SCIA Engineer</td></tr>\n <tr><td>00045847</td><td>Connections from checkbot can now keep the same code initially selected from the Checkbot project</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044549</td><td>An issue with the calculation of footings has been fixed</td></tr>\n <tr><td>00045252</td><td>Fix in the IFX export </td></tr>\n <tr><td>00046244</td><td>Fixed problem of automatic detection of \"default\" steel material imported to Checkbot from Robot projects</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044294</td><td>The issue for calculation of Sigma Cp in the shear check has been fixed</td></tr>\n <tr><td>00045303</td><td>The warning message has been added to the torsion check and removed from interaction check</td></tr>\n <tr><td>00045782</td><td>Visualization issue of dimension in RCS was fixed</td></tr>\n <tr><td>00046422</td><td>The incorrect calculation of the required minimum reinforcement for negative bending moment is solved</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044608</td><td>An issue with the Viewer was fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-1-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-1-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_25_1_5",
"collection": "default",
"id": "5e565fb2-3bee-4e0d-8ba0-61fadce36493",
"language": "fr-FR",
"lastModified": "2025-03-31T10:49:04.7111215Z",
"name": "RN: Solved incidents 23.1.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.1.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-1-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n178eabf0_95c0_013f_ecf4_9396be419df3",
"collection": "default",
"id": "178eabf0-95c0-013f-ecf4-9396be419df3",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "178eabf0-95c0-013f-ecf4-9396be419df3",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.1.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-08-31T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released February 8, 2024</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044066</td><td>The issue with the wrong visibility of tendons in the Tendon module is resolved</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041752</td><td>We have now made allowances for additional SDS2 installation folders when installing the SDS2 BIM Link</td></tr>\n <tr><td>00042844</td><td>An issue with an invalid LCS definition has been fixed</td></tr>\n <tr><td>00043249</td><td>The latest version of SAP2000 (v.25.1) has been tested and confirmed compatible with current and upcoming versions.</td></tr>\n <tr><td>00044037</td><td>An error warning during Checkbot RAM import is now resolved</td></tr>\n <tr><td>00044103</td><td>The issue with STAAD.Pro BIM link is resolved</td></tr>\n <tr><td>00044456</td><td>STAAD.Pro, Checkbot link: Fixed import of results and position of L-angles</td></tr>\n <tr><td>00044551</td><td>An issue has been identified and fixed regarding the incorrect definition of Local Coordinate System of curved members</td></tr>\n <tr><td>00044638</td><td>An issue with the wrong rotation of members imported from RFEM has been fixed</td></tr>\n <tr><td>00044650</td><td>An issue with the import of cross-section from RFEM has been fixed</td></tr>\n <tr><td>00044764</td><td>An issue with the wrong rotation of members imported from RFEM has been fixed</td></tr>\n <tr><td>00044795</td><td>Special characters are now taken into account when exporting connections from Checkbot</td></tr>\n <tr><td>00044806</td><td>An issue with the import of members from SCIA has been fixed</td></tr>\n <tr><td>00044847</td><td>Increased tolerance for merge command to apply Mitre cut operation</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042541</td><td>Fixed problem with wrong detection of user-defined bolts imported from Tekla to Checkbot</td></tr>\n <tr><td>00043702</td><td>Fixed error in creating a report in the German language for specific models and settings</td></tr>\n <tr><td>00044229</td><td>The issue of bolt forces not matching the forces from the bolt check is resolved</td></tr>\n <tr><td>00044340</td><td>Several issues with the NVOL operation and opening alignments for IFC export have been fixed</td></tr>\n <tr><td>00044376</td><td>An issue with plate rendering in the report has been fixed</td></tr>\n <tr><td>00044504</td><td>Additional intelligence had been incorporated into Connection Library to improve the filtering mechanism</td></tr>\n <tr><td>00044781</td><td>An issue with missing grooves in IFC exported from Connection solved</td></tr>\n <tr><td>00044870</td><td>The issue with the load case percentage has been resolved. </td></tr>\n <tr><td>00045058</td><td>An issue with one page and brief report generation has been fixed</td></tr>\n <tr><td>00045203</td><td>The issue when fillet welds were moved on the other side after the cut operation was fixed</td></tr>\n <tr><td>00045214</td><td>the issue with the disappearing 3D model was fixed</td></tr>\n <tr><td><strong>Connection Library</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00043115</td><td>An issue with geometry recognition in Connection Library has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044747</td><td>The issue with compression-only support has been fixed</td></tr>\n <tr><td>00045080</td><td>An issue with editing reinforcement diameter in a project from the older version fixed</td></tr>\n <tr><td>00045123</td><td>Material reporting in Detail has been improved</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044954</td><td>The issue with wrong recognition of EN code instead of AISC resolved</td></tr>\n <tr><td>00045230</td><td>The issue with wrong recognition of EN code instead of AISC resolved</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-1-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-xxx\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_1_4",
"collection": "default",
"id": "5133076c-66e3-4a63-ad2a-6e3f6d7bdce4",
"language": "fr-FR",
"lastModified": "2025-03-31T10:50:00.145511Z",
"name": "RN: Solved incidents 23.1.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.1.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-1-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n225fcaf8_629d_01f3_a502_ef9802618fd3",
"collection": "default",
"id": "225fcaf8-629d-01f3-a502-ef9802618fd3",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "225fcaf8-629d-01f3-a502-ef9802618fd3",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.1.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-01-11T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released January 12, 2024</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00043871</td><td>The issue with opening a file from version 23.0 in version 23.1 has been fixed</td></tr>\n <tr><td>00044045</td><td>The issue when changing a weld electrode material properties was fixed</td></tr>\n <tr><td>00044380</td><td>Fix the crash when opening the project created in the previous version that contains a hollow section </td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041167</td><td>BIM API: Description of a necessary switch from obsolete WCF to gRPC communication added to developer documentation</td></tr>\n <tr><td>00042270</td><td>The issue with missing parts after export from Tekla to the Connection application has been fixed</td></tr>\n <tr><td>00042361</td><td>Communication with the user while importing a RAM Structural System model was improved, now Checkbot shows a window saying that it is in the import process</td></tr>\n <tr><td>00043076</td><td>The issue with import to Tekla has been fixed</td></tr>\n <tr><td>00043231</td><td>An issue with mapping certain sections, mainly double angles, from SAP2000 has been fixed</td></tr>\n <tr><td>00043319</td><td>An issue with the import of a large model from SCIA Engineer, with many combinations identified. The problem with data transfer is on the SCIA side and SCIA developers were noted</td></tr>\n <tr><td>00043480</td><td>An issue with the import of SAF files has been fixed</td></tr>\n <tr><td>00043711</td><td>An issue with the import of cross-section from RFEM files has been fixed</td></tr>\n <tr><td>00043720</td><td>An issue with the import of SAF files has been fixed</td></tr>\n <tr><td>00043887</td><td>An issue with discontinuities in internal forces on members after import form RFEM 6 solved</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042660</td><td>The issue of the load value not updating when changing any value in the Material tab and using Load - Percentage has been resolved</td></tr>\n <tr><td>00042745</td><td>An issue with the calculation of bearing resistance has been fixed</td></tr>\n <tr><td>00043113</td><td>An issue with the export of opening to IFC files has been fixed</td></tr>\n <tr><td>00043259</td><td>An issue with the preloaded bolts' shear limit in FE analysis and fatigue checks has been fixed</td></tr>\n <tr><td>00044497</td><td>An issue with load import from one connection file to another has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044033</td><td>When renaming a combination in a combination Pop-up window, the name of the combination was not changed in the tree menu in the 3D scene</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042276</td><td>It is no longer possible to use a newer version of the IDEA Statica application in offline mode without a valid license for that version</td></tr>\n <tr><td>00043078</td><td>An issue with IOM for version 22 has been fixed, and the issue with export from Tekla was improved in version 23</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042959</td><td>An issue with missing welds in Member has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00044147</td><td>The error \"API Request for RCS failed\", while running the RCS-IOM API examples from GitHub is resolved</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-1-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-1-3\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_1_3",
"collection": "default",
"id": "4cd40730-d064-489b-943d-75dcca07b3ad",
"language": "fr-FR",
"lastModified": "2025-03-31T10:50:22.2093477Z",
"name": "RN: Solved incidents 23.1.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.1.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-1-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "a897d690_d35b_013f_9d1e_a96b6a251d9c",
"collection": "default",
"id": "a897d690-d35b-013f-9d1e-a96b6a251d9c",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "a897d690-d35b-013f-9d1e-a96b6a251d9c",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.1.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-12-14T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released December 12, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039453</td><td>The issue about the cut operation related to this case has been repaired </td></tr>\n <tr><td>00041557</td><td>A warning has now been added when creating general sections using cold-formed sections. The welding of such sections in this manner is not recommended</td></tr>\n <tr><td>00042281</td><td>An issue with welded cross sections has been fixed, and warnings have now been added</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042514</td><td>The problem with detailed report generation in the Beam application was solved</td></tr>\n <tr><td>00042879</td><td>Fixed crashing of Beamm app during deflections calculation</td></tr>\n <tr><td>00043184</td><td>Fixed generation of incomplete reports in the Beam app</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00037839</td><td>The problem with importing combinations from Checkbot to Member has been solved</td></tr>\n <tr><td>00041464</td><td>Fixed manufacturing operation Cuts of member while importing model from Tekla structures through IDEA Checkbot.</td></tr>\n <tr><td>00042010</td><td>Fixed wrong import of tapered sections into IDEA StatiCa BIM from midas Civil</td></tr>\n <tr><td>00042014</td><td>The messaging was improved when updating the model or merging members in Checkbot</td></tr>\n <tr><td>00042024</td><td>The issue with the local axis and importing of internal forces from RFEM has been fixed</td></tr>\n <tr><td>00042392</td><td>An issue with additional operations after import from Tekla has been fixed</td></tr>\n <tr><td>00042466</td><td>There was an issue between TSD 2023 and Idea StatiCa 23.1, and it was solved by updating .NET 6.0</td></tr>\n <tr><td>00042566</td><td>The issue related to the load import from Robot has been fixed</td></tr>\n <tr><td>00043056</td><td>An issue with the wrong geometrical type of member imported from AS has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041216</td><td>The issue when the stiffener was created at the wrong position was fixed</td></tr>\n <tr><td>00041411</td><td>An issue with the operation stiffener has been fixed</td></tr>\n <tr><td>00042002</td><td>Export of anchors using IFC fixed</td></tr>\n <tr><td>00042059</td><td>Fixed wrong calculation of concrete breakout cone area for a group of tensioned anchors</td></tr>\n <tr><td>00042207</td><td>Resolved multiple butt welds over each other to run the analysis</td></tr>\n <tr><td>00042211</td><td>Adaptation of weld evaluation on tubes</td></tr>\n <tr><td>00042293</td><td>Corrected calculation of effective stress area in concrete breakout strength</td></tr>\n <tr><td>00042310</td><td>Fixed failing application of complex connection from Connection library on clean connection in Connection app</td></tr>\n <tr><td>00042450</td><td>Cleat operation with asymmetrical cleat CS generated broken geometry. Problem was fixed</td></tr>\n <tr><td>00042498</td><td>The angle of the stiffening plate has to be set the same as the angle of the connected member</td></tr>\n <tr><td>00042597</td><td>An issue with ARC segments in the DXF import process for custom plates has been fixed</td></tr>\n <tr><td>00042668</td><td>Issue with wrong image size in Connection app report, if 4K resolution in Windows is used, was fixed</td></tr>\n <tr><td>00042730</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00042841</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00042880</td><td>Openings are correctly exported to the IFC model</td></tr>\n <tr><td>00042951</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00042952</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00043025</td><td>The issue with Connection app crashing during closing file was fixed</td></tr>\n <tr><td>00043268</td><td>The issue related to starting the Connection app has been fixed</td></tr>\n <tr><td>00043432</td><td>Fixed possible crash when deleting or clean materials and the automatic weld is used</td></tr>\n <tr><td>00043542</td><td>An issue with IFC Export has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042525</td><td>The issue with the DXF import has been fixed</td></tr>\n <tr><td>00042614</td><td>The issue with applying reinforcement was fixed, and calculation was performed </td></tr>\n <tr><td>00042837</td><td>The issue with the DXF import has been fixed</td></tr>\n <tr><td>00043190</td><td>The calculation of SLS combinations has been fixed</td></tr>\n <tr><td>00043435</td><td>The issue with the DXF import has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042533</td><td>An issue with adding point loads in Member has been fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036380</td><td>The shear calculation has been improved and implemented</td></tr>\n <tr><td>00042274</td><td>Icon for MPRL launch was added into RCS for easier solution of duplicities in MPRL</td></tr>\n <tr><td>00043229</td><td>In RCS, the wrong identification of concrete cover for crack width calculation was fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-1-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-1-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_1_2",
"collection": "default",
"id": "94713b7b-212f-4c70-87c2-33671dc3b3f5",
"language": "fr-FR",
"lastModified": "2025-03-31T10:51:15.8205834Z",
"name": "RN: Solved incidents 23.1.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.1.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-1-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ef0405c9_6716_01df_cc9d_ef7598258bd1",
"collection": "default",
"id": "ef0405c9-6716-01df-cc9d-ef7598258bd1",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "ef0405c9-6716-01df-cc9d-ef7598258bd1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.1.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-11-20T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released November 21, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042379</td><td>Crashes of the reinforcement editor during material edit were fixed</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041323</td><td>Additional information about how increments R(i) are converted into internal forces were provided</td></tr>\n <tr><td>00042090</td><td>The problem with wrong deformations and internal forces in TDA analysis when changing the position of supports was fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029824</td><td>Orientation of cross-section type AEP/AUP is now imported correctly from Robot </td></tr>\n <tr><td>00039574</td><td>Fix in reading the correct load into Connection from Checkbot</td></tr>\n <tr><td>00039989</td><td>Fixed labels of combinations in Results</td></tr>\n <tr><td>00040308</td><td>The issue with importing combinations from Checkbot to Connection has been fixed</td></tr>\n <tr><td>00041378</td><td>The problem with the SFK error message when exporting Checkbot has been solved</td></tr>\n <tr><td>00041812</td><td>Incorrect display of bolts and welds corrected</td></tr>\n <tr><td>00041847</td><td>An issue with a disconnected network drive has been identified and the error trapped</td></tr>\n <tr><td>00041963</td><td>Improved warning message in Checkbot, when exporting to SAF file in Scia Engineer fails</td></tr>\n <tr><td>00042017</td><td>An issue with missing bolts in a connection import from Advance Steel has been fixed</td></tr>\n <tr><td>00042056</td><td>The issue with the BIM link for Axis7 has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00040605</td><td>The ACI code check for the concrete sideface blowout was fixed. The issue was in the 'greater than' operator</td></tr>\n <tr><td>00040617</td><td>The calculation of the stiffness of connection for more activated combinations has been fixed</td></tr>\n <tr><td>00040832</td><td>The calculation report when using stand-off anchors was corrected</td></tr>\n <tr><td>00041168</td><td>The issue with the cut operation has been fixed</td></tr>\n <tr><td>00041311</td><td>Fixed geometry issue that occurs when editing the position of bolt holes in exploded bolt hole pattern</td></tr>\n <tr><td>00041698</td><td>The problem with the IFC export of the model with Rod members is fixed</td></tr>\n <tr><td>00041734</td><td>Doubled fillet weld in the IFC file corrected</td></tr>\n <tr><td>00041835</td><td>A problem with some older connection files has been found and corrected</td></tr>\n <tr><td>00041850</td><td>The missing rod in the IFC file corrected</td></tr>\n <tr><td>00041887</td><td>The issue with unsymmetric stress distribution has been fixed</td></tr>\n <tr><td>00041905</td><td>The problem with boundary lines around images in the report is solved</td></tr>\n <tr><td>00042004</td><td>The wrong position of bolts in the IFC file corrected</td></tr>\n <tr><td>00042015</td><td>The problem with the mesh generation error has been solved</td></tr>\n <tr><td>00042065</td><td>In case of low-level loading or many contacts, some adaptation of setup is needed. Model and mesh: The number of analyses and Divergent iterations count should be doubled</td></tr>\n <tr><td>00042087</td><td>The issue with the bolts' position during exporting the IFC file has been fixed</td></tr>\n <tr><td>00042195</td><td>An issue with incorrect bolt position in the IFC file export from the Connection application has been fixed</td></tr>\n <tr><td>00042198</td><td>The issue with incorrect language in the Design tab solved</td></tr>\n <tr><td>00042337</td><td>The visualization of the bolts that used to appear to be hanging in the air has been corrected and the IFC file now opens as expected</td></tr>\n <tr><td>00042712</td><td>The issue with opening certain connections with concrete has been fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00042280</td><td>Delete all feature is working now</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00041267</td><td>The bug in the license agent has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032604</td><td>The 1D rod member has been added to IDEA StatiCa Member</td></tr>\n <tr><td>00041735</td><td>Fixed issue when a reinforced concrete beam in the Member app was loaded by shear Y and Z direction in separate load cases. In detailed results, there were 3 shear planes reinforcement in the Y direction instead of 2</td></tr>\n <tr><td>00041743</td><td>Fixed the problem when applying connection design for a node directly in Member (Apply CON) causing a shift of stiffening members or stiffening plates in the created connection</td></tr>\n <tr><td>00041799</td><td>Rigid supports don't cause the errors anymore</td></tr>\n <tr><td>00041965</td><td>Corrected results of Footing with a gap</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00040153</td><td>Interaction check now considers the Chi factor for circular sections</td></tr>\n <tr><td>00040956</td><td>The problem with results for fatigue check in RCS is solved</td></tr>\n <tr><td>00041441</td><td>Fixed issue with missing sectional check result in report</td></tr>\n <tr><td>00041556</td><td>The issue connected with stirrups modeling has been fixed</td></tr>\n <tr><td>00041795</td><td>The report for RCS for Spanish has been fixed</td></tr>\n <tr><td>00042075</td><td>The problem error message Exception has been thrown by the target of an invocation has been solved</td></tr>\n <tr><td>00042093</td><td>The issue connected with stirrups modeling has been fixed</td></tr>\n <tr><td>00042094</td><td>The issue connected with stirrups modeling has been fixed</td></tr>\n <tr><td>00042123</td><td>The issue connected with stirrups modeling has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-1-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-1-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_1_1",
"collection": "default",
"id": "3b8d2536-238a-4d7f-82c1-0b8174629c3f",
"language": "fr-FR",
"lastModified": "2025-03-31T10:51:31.6848897Z",
"name": "RN: Solved incidents 23.1.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.1.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-1-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n4f38db21_407e_0145_b35a_4ae140d98b1a",
"collection": "default",
"id": "4f38db21-407e-0145-b35a-4ae140d98b1a",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "4f38db21-407e-0145-b35a-4ae140d98b1a",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.1.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-10-25T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released October 26, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00040761</td><td>The A588 steel material from the AISC database has the corrected design values</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039362</td><td>Results for stepped load cases in Robot were incorrectly imported to Checkbot. Ste stepped load cases are not supported in version 23.1 so they will be ignored in the import</td></tr>\n <tr><td>00039488</td><td>The issue with importing from Robot has been fixed</td></tr>\n <tr><td>00039923</td><td>Fixed the issue with reading the global eccentricities on inclined members, data import replaced with the correct transformation into LCS</td></tr>\n <tr><td>00039930</td><td>The issue between Idea StatiCa v23 and AxisVM 7 (BIM link plugin) has been fixed</td></tr>\n <tr><td>00040235</td><td>The ETABS and IDEA Statica plugin is working correctly</td></tr>\n <tr><td>00040308</td><td>The issue with importing that occurred in version 23 has been fixed</td></tr>\n <tr><td>00040409</td><td>Fixed import of data from SAF files to Checkbot (e.g., from FEM-Design) by improving the reading of unsupported signs in the Windows user name</td></tr>\n <tr><td>00040594</td><td>The issue with BIM Links AxisVM 7 is fixed</td></tr>\n <tr><td>00040600</td><td>Fixed import of members with eccentricities defined in nodes</td></tr>\n <tr><td>00040785</td><td>Fixed the error of displaying members in the opened Connection project after merging ended members into a continuous one in Checkbot</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00038795</td><td>The issue with a report for the named section has been fixed</td></tr>\n <tr><td>00039429</td><td>Fixed anchor tensile force for stand-off anchor tensile resistance check formula in CSA.</td></tr>\n <tr><td>00039826</td><td>The incorrect position of an inclined stiffener at the end of the column aligned with a connected beam has been fixed </td></tr>\n <tr><td>00039966</td><td>For the selected error messages the explanation has been added</td></tr>\n <tr><td>00040100</td><td>The plate behavior was fixed. It will follow the inclination now.</td></tr>\n <tr><td>00040206</td><td>The cut operations of negative volumes were fixed. The mesh will be generated correctly.</td></tr>\n <tr><td>00040711</td><td>The plate behavior was fixed. It will follow the inclination now.</td></tr>\n <tr><td>00040870</td><td>The issue with adding welds to rotated plates and members was fixed</td></tr>\n <tr><td>00040918</td><td>The issue with wrong reduced strength in weld when thick plates are used is fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036121</td><td>The new bond model for SLS has fixed the issue with nonrealistic deflections</td></tr>\n <tr><td>00041078</td><td>The issue with wrongly copying load effects from the permanent load case to the variable load case in the detail app is fixed</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039541</td><td>The issue related to the correct showing of the current seat usage has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039866</td><td>The internal member solver has been adjusted to allow for larger meshes as a result of bigger models</td></tr>\n <tr><td>00040159</td><td>The problem with missing related members in the load table, which caused a crash while opening was fixed</td></tr>\n <tr><td>00040604</td><td>The issue with opening a connection in the connection app through the member app is fixed. </td></tr>\n <tr><td>00040916</td><td>The new version has fixed the opening of the file itself</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035495</td><td>The issue of wrong applying of check on the maximum height compression zone with the Dutch national annex has been solved by making the check optional</td></tr>\n <tr><td>00038011</td><td>The issue of wrong applying of check on the maximum height compression zone with the Dutch national annex has been solved by making the check optional</td></tr>\n <tr><td>00039879</td><td>The method for mandrel part and shear area of reinforcement calculation has been fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-1-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-1-0\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_1_0",
"collection": "default",
"id": "40b1a4dd-02d6-4370-8714-93590f79fab6",
"language": "fr-FR",
"lastModified": "2025-03-31T10:51:46.4978515Z",
"name": "RN: Solved incidents 23.1.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.6 hotfix"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-6-hf"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n65140c89_5398_0129_318c_901bffd95319",
"collection": "default",
"id": "65140c89-5398-0129-318c-901bffd95319",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "65140c89-5398-0129-318c-901bffd95319",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.9"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-9"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n0451b73e_79da_0199_f885_577290bece4f",
"collection": "default",
"id": "0451b73e-79da-0199-f885-577290bece4f",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "0451b73e-79da-0199-f885-577290bece4f",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.0.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-0-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n85a2ede4_08fc_016d_8fe5_8c458e110e7f",
"collection": "default",
"id": "85a2ede4-08fc-016d-8fe5-8c458e110e7f",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "85a2ede4-08fc-016d-8fe5-8c458e110e7f",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.0.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-10-01T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released October 2, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039332</td><td>The issue with slow calculation has been resolved</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039215</td><td>An issue with BIM Link in SCIA has been resolved</td></tr>\n <tr><td>00039313</td><td>An issue with importing member eccentricity from RFEM6 has been resolved</td></tr>\n <tr><td>00039456</td><td>An issue impacting Tekla Structural Designer (TSD) exports, whereby operations could not be deactivated and load cases could not be accessed has been resolved</td></tr>\n <tr><td>00039536</td><td>The algorithm for allocating continuous and ended members when using Checkbot has been improved</td></tr>\n <tr><td>00039740</td><td>AD 2024.0.1 has been tested for steel and concrete. All works properly</td></tr>\n <tr><td>00039862</td><td>SAF allows the import of more than one cross-section with the same UniqueName now</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00038825</td><td>An issue with the calculation of footing has been resolved</td></tr>\n <tr><td>00038932</td><td>The utilization of bolts is calculated correctly. So there is a correct result compared with DR</td></tr>\n <tr><td>00038961</td><td>The issue with a sudden change of re-ordering project items was solved</td></tr>\n <tr><td>00039247</td><td>This issue could not be reproduced, so we have marked it as closed</td></tr>\n <tr><td>00039311</td><td>An issue with the load mapping algorithm has been resolved</td></tr>\n <tr><td>00039377</td><td>Corrected collision warning in case of a hole in a plate</td></tr>\n <tr><td>00039444</td><td>Exporting a report to the doc file in other languages works correctly</td></tr>\n <tr><td>00039538</td><td>Fixed a bug with a warning in detailing limit value of weld throat thickness for hollow sections, where the limit value should be 2,5 mm instead of 4 mm as per DIN EN 1993-1-8 – NA to 4.5.2 / FprEN 1993-1-8:2023 – 6.9(4)</td></tr>\n <tr><td>00039661</td><td>The automatic recognition of packing plates for the calculation of the Bp factor has been improved</td></tr>\n <tr><td>00039765</td><td>An issue with the buckling analysis in the case of two concrete blocks within one project has been fixed</td></tr>\n <tr><td>00040025</td><td>The issue with saving the projects was solved</td></tr>\n <tr><td>00040182</td><td>Weld definition that causes this issue was repaired</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00039208</td><td>1mm diameter for rebars can be input and calculated</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00037294</td><td>The problem with the number of points in the cross-section defined by the polyline was resolved</td></tr>\n <tr><td>00037478</td><td>An issue with the import of members from RFEM5 has been resolved</td></tr>\n <tr><td>00038536</td><td>An issue with calculation after import from Robot has been resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034121</td><td>The calculation of fatigue according to the German annex was fixed</td></tr>\n <tr><td>00037554</td><td>The φef is now taken into account according to 1992-1-1 5.8.4</td></tr>\n <tr><td>00039542</td><td>Fatigue calculation in RCS was corrected</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-0-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_0_5",
"collection": "default",
"id": "89c1e8a2-e7f9-46fe-a03a-da33b9a5dabe",
"language": "fr-FR",
"lastModified": "2025-03-31T10:53:55.9276959Z",
"name": "RN: Solved incidents 23.0.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.0.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-0-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8a92659d_4cbc_0198_ac76_66b43239073d",
"collection": "default",
"id": "8a92659d-4cbc-0198-ac76-66b43239073d",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "8a92659d-4cbc-0198-ac76-66b43239073d",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.0.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-08-31T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released September 1, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00038826</td><td>The Detail application instability when selecting one of the predefined templates for a Cross joint structure has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036772</td><td>Problem with IOM / Sofistic import of the geometry and cross-sections fixed</td></tr>\n <tr><td>00037304</td><td>Error importing from SAP2000 through checkbot has been resolved</td></tr>\n <tr><td>00037337</td><td>Error importing from SAP2000 through checkbot has been resolved</td></tr>\n <tr><td>00038248</td><td>The issue with export from Tekla to Viewer was fixed</td></tr>\n <tr><td>00038302</td><td>An issue with synchronizing the model after deleting some members in the global model has been resolved</td></tr>\n <tr><td>00038754</td><td>An issue regarding combinations of combinations in SAP2000 has been fixed</td></tr>\n <tr><td>00038823</td><td>Fixed load combination generation algorithm</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00038137</td><td>An issue with general section geometry, which caused an interruption of analysis, was resolved</td></tr>\n <tr><td>00038389</td><td>Issue with blank 3D scene corrected</td></tr>\n <tr><td>00038405</td><td>Workaround was provided for instability issues caused by mechanisms with slotted holes</td></tr>\n <tr><td>00038592</td><td>Shear resistance for anchors with a lever arm is now checked as per EN 1992-4 §7.38 where applicable, with utilization based on §7.54 ignored/omitted in those cases</td></tr>\n <tr><td>00038725</td><td>An issue with exporting the report to .doc file has been resolved</td></tr>\n <tr><td>00038829</td><td>An issue with general section geometry, which caused an interruption of analysis, was resolved</td></tr>\n <tr><td>00038844</td><td>The cause of discrepancies between EPS <strong>Stop at limit strain </strong>analyses and the predicted joint capacity determined using Joint Design Resistance (DR) analyses has been rectified. The two methods should now converge to a single predicted joint capacity under the applied loading</td></tr>\n <tr><td>00038902</td><td>An issue with displaying incorrect values for bolt forces in a 3D scene corrected</td></tr>\n <tr><td>00038922</td><td>Load table actualization was fixed</td></tr>\n <tr><td>00039015</td><td>An issue with different sizes of the Manufacturing operations window in the Connection application has been fixed by adding a scroll bar</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00038249</td><td>The definition of the bent-up bars was fixed. Either the issue with the inclined bar was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00038702</td><td>The issue with adding end forces by related members has been resolved.</td></tr>\n <tr><td>00038708</td><td>An issue with the wrong position of a doubler in Member app was resolved</td></tr>\n</tbody></table>\n<p><br></p>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-0-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_0_4",
"collection": "default",
"id": "af0fbeab-388e-4287-a816-08234b167201",
"language": "fr-FR",
"lastModified": "2025-03-31T10:54:56.8603923Z",
"name": "RN: Solved incidents 23.0.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.0.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-0-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2b0182c5_9856_01bf_04f6_3d930d53b58e",
"collection": "default",
"id": "2b0182c5-9856-01bf-04f6-3d930d53b58e",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "2b0182c5-9856-01bf-04f6-3d930d53b58e",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.0.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-07-27T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released July 28, 2023</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00037674</td><td>Fix crashing document in the Tendon designer.</td></tr>\n <tr><td>00038285</td><td>Beam Tendon module - fix of cable geometry import from DXF format. </td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036559</td><td>SAP2000: An error message is thrown when the user tries to import an unsupported load</td></tr>\n <tr><td>00037200</td><td>An issue with unbalanced forces after import to the Checkbot application caused by members' opposite X-axis direction in STAAD.Pro has been fixed</td></tr>\n <tr><td>00037339</td><td>A bug was fixed between Checkbot and RFEM V6.02.0068 and 6.02.0070</td></tr>\n <tr><td>00037834</td><td>The issue with the generation of reports in MS Word for the BIM link Midas Civil has been fixed</td></tr>\n <tr><td>00037845</td><td>An issue with importing the data from Advance Steel 2023 has been fixed</td></tr>\n <tr><td>00037899</td><td>An issue with importing the data from RSTAB8 has been fixed</td></tr>\n <tr><td>00037992</td><td> An issue with licensing approval for Checkbot in Tekla has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028930</td><td>The packing factor not being calculated correctly for cases with multiple bolt grids is now fixed</td></tr>\n <tr><td>00035358</td><td>Different kinds of filler plates (packing plates) are now recognized correctly, and reduction of bolt shear strength is applied accordingly</td></tr>\n <tr><td>00037172</td><td>A new algorithm for assigning plates as packers has been developed and implemented</td></tr>\n <tr><td>00037902</td><td>Weld to RHS - Presentation of weld results improved to reflect different materials</td></tr>\n <tr><td>00038023</td><td>The Plate to plate operation on a circular cross-section inserts bolts in the wrong place during the initial insertion - corrected</td></tr>\n <tr><td>00038024</td><td>Corrected the issue with incorrect highlighting members in the 3D scene when the operation End plate was used</td></tr>\n <tr><td>00038203</td><td>Added hint for a user for non-conform cut-outs in tubes</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034109</td><td>Crack widths under concentrated loads are now calculated more precisely</td></tr>\n <tr><td>00038268</td><td>Detail featured a bug preventing the user from selecting and modifying load impulses within a load case and has now been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036517</td><td>The issue with a wrong reference of weld edges in the Member app was fixed</td></tr>\n <tr><td>00037518</td><td>An issue with discrepancies in the connection models between Connection and Member apps has been fixed</td></tr>\n <tr><td>00038272</td><td>An issue when shifted endplate operation generates incorrect beam length in the Member application has been fixed</td></tr>\n <tr><td>00038455</td><td>Weld fix for some cases of a rod with a smaller diameter and notched plate</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00037635</td><td>Corrected wrong input in the protocol - dutch version</td></tr>\n <tr><td>00037951</td><td>An issue causing an error in the Beam application when modifying a cross-section's parameters has been fixed</td></tr>\n <tr><td>00038060</td><td>Fixed stability of Rcs response calculation so equilibrium is found</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-0-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_0_3",
"collection": "default",
"id": "10737c9d-f105-43b1-9f70-344191644e74",
"language": "fr-FR",
"lastModified": "2025-03-31T10:55:12.9002342Z",
"name": "RN: Solved incidents 23.0.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.0.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-0-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n691de9f1_106b_0169_3c8d_58340d69b810",
"collection": "default",
"id": "691de9f1-106b-0169-3c8d-58340d69b810",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "691de9f1-106b-0169-3c8d-58340d69b810",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.0.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2023-06-29T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Jun 29, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033180</td><td>Compound members defined in RFEM result in defining a new user section in IDEA StatiCa Connection when using the BIM Link</td></tr>\n <tr><td>00037699</td><td>The issue connected with swapping the material properties for the cold-form general section has been fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035371</td><td>Models from RAM Structural System V23 can now be used in Checkbot to import the model geometry and load combinations</td></tr>\n <tr><td>00035678</td><td>The improvements with localization of eccentricity on the general section have been improved and fixed</td></tr>\n <tr><td>00035988</td><td>An issue with missing material properties for concrete after the import from AxisVM has been fixed</td></tr>\n <tr><td>00036472</td><td>The issue with opening Checkbot from SAP2000 version 24 solved</td></tr>\n <tr><td>00036744</td><td>An issue with import from SAP2000 to the Checkbot application for a specific project has been fixed</td></tr>\n <tr><td>00036770</td><td>Fix of an import of RHS profiles being imported as a rectangle from Robot Structural Analysis</td></tr>\n <tr><td>00036944</td><td>The problem with importing timber elements to Checkbot has been fixed</td></tr>\n <tr><td>00037291</td><td>An issue with importing the data from RFEM6 has been fixed</td></tr>\n <tr><td>00037354</td><td>Fixed import of openings in general cross-sections from SAF</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034618</td><td>Relevant parts in the report are correctly translated now (in Dutch)</td></tr>\n <tr><td>00036603</td><td>An issue with creating backing plates has been fixed</td></tr>\n <tr><td>00036798</td><td>An issue with correct buckling shapes' visualization for steel-to-timber connections, when the 1D textures functionality was on, has been fixed</td></tr>\n <tr><td>00036839</td><td>It can now be modeled without any error issue</td></tr>\n <tr><td>00037096</td><td>It is now possible to calculate the issued connection in AISC</td></tr>\n <tr><td>00037121</td><td>Bearing check with alpha_b is now visible if UserMode=16 is activated</td></tr>\n <tr><td>00037252</td><td>An issue with welds between the web and flange in welded sections was fixed. In some situations, when a more complex cut operation was used, welds were not generated</td></tr>\n <tr><td>00037322</td><td>An issue regarding anchors in an edited baseplate has been fixed</td></tr>\n <tr><td>00037446</td><td>Automatic zooming out of pictures saved in the gallery has been fixed</td></tr>\n <tr><td>00037576</td><td>Fix of large circular end plate connection with model convergence problems</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036358</td><td>An issue with calculations stopping mid-process in Detail has been fixed</td></tr>\n <tr><td>00036634</td><td>An issue with running the calculation in Member App has been solved</td></tr>\n <tr><td>00037332</td><td>The model was investigated and the solution was sent to the user. Specified corrupted files need to be removed to save the model</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035349</td><td>Allowable stress interval is calculated in the right way (ξ · sigmaRsk(N*)) but it is limited by a limit yield strength of 500 MPa</td></tr>\n <tr><td>00036252</td><td>Fixed calculation of a general cross-section - the minimal size of a mesh element</td></tr>\n <tr><td>00036336</td><td>Updated generation/regeneration of reinforcement, which is defined as layers</td></tr>\n <tr><td>00036621</td><td>Discrepancies in results between Beam and RCS App have been fixed</td></tr>\n <tr><td>00036655</td><td>Interaction for sections under 100% is now evaluated as satisfactory</td></tr>\n <tr><td>00037300</td><td>The check of maximum depth of the compressive concrete zone according to the Dutch annex. This is performed just for beams subjected to bending</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035128</td><td>The issue with displaying a general cross-section in the Viewer solved</td></tr>\n <tr><td>00035525</td><td>The issue with the wrong display of the joint with a Cut operation in Viewer corrected</td></tr>\n <tr><td>00036857</td><td>An issue with opening some ideaCon files in Viewer was fixed</td></tr>\n <tr><td>00036959</td><td>The issue with a Generic error in the Viewer solved</td></tr>\n <tr><td>00036971</td><td>An issue with opening some ideaCon files in Viewer was fixed</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-0-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_0_2",
"collection": "default",
"id": "01abdd69-481b-4fc6-9c20-7fc88ab6dbc3",
"language": "fr-FR",
"lastModified": "2025-03-31T10:55:26.7431639Z",
"name": "RN: Solved incidents 23.0.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.0.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-0-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n4523f7bb_9495_017c_5aca_f4b413531891",
"collection": "default",
"id": "4523f7bb-9495-017c-5aca-f4b413531891",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "4523f7bb-9495-017c-5aca-f4b413531891",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.0.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Jun 1, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034579</td><td>The issue with the incorrect comparison of Fu and Fy in material properties</td></tr>\n <tr><td>00035892</td><td>The issue with the deletion of custom materials in the MPRL editor is fixed</td></tr>\n <tr><td>00036701</td><td>The fillet welds generation between the web and flanges in the I profile shear lug is fixed</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00036483</td><td>Fixed issue in reduced report generation. Now it is possible to switch off internal forces</td></tr>\n <tr><td>00036573</td><td>The information about deflections for composite sections was rewritten</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032347</td><td>Fixed wrong export of cross-section in STAAD.Pro</td></tr>\n <tr><td>00034272</td><td>Exporting the complicated composite section from Beam to Detailhe will not fail anymore</td></tr>\n <tr><td>00035261</td><td>Fixed incorrect export of force and moment components when a combination contains the same load case twice in STAAD.Pro</td></tr>\n <tr><td>00035546</td><td>The issue with the wrong buckling factor for rod members has been fixed</td></tr>\n <tr><td>00035563</td><td>The issue with the import of the 2U cross-section from RSTAB has been fixed</td></tr>\n <tr><td>00035697</td><td>The issue with Tekla export is solved</td></tr>\n <tr><td>00035911</td><td>Corrected issue with data import from RFEM</td></tr>\n <tr><td>00036009</td><td>Fix of transfer of load combinations from RFEM</td></tr>\n <tr><td>00036120</td><td>Corrected member cross-section orientation after export from STAAD.Pro to Member</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034581</td><td>Influence of shear force when using rod cross-section corrected </td></tr>\n <tr><td>00035026</td><td>The coefficient for filler plates in the Australian Code corrected</td></tr>\n <tr><td>00035124</td><td>The assigning of the negative volume was fixed</td></tr>\n <tr><td>00035311</td><td>Corrected weld constraints for symmetrical beam-to-beam end plate connection to give symmetrical results in weld stress</td></tr>\n <tr><td>00035669</td><td>The issue with .dxf is solved</td></tr>\n <tr><td>00035741</td><td>The issue with disconnected plates of the U profile has been fixed</td></tr>\n <tr><td>00035750</td><td>Load extreme selection functionality has been extended by one condition comparing stresses in members</td></tr>\n <tr><td>00035808</td><td>An issue with missing templates in Connection Library due to cloud storage temporary error has been fixed</td></tr>\n <tr><td>00035829</td><td>Operation Connecting plate when rod cross-section used was corrected</td></tr>\n <tr><td>00035927</td><td>The issue with empty section views has been fixed</td></tr>\n <tr><td>00035933</td><td>Several meshing issues have been identified and fixed</td></tr>\n <tr><td>00035950</td><td>The issue with missing fillet welds after import from Advance Steel has been fixed</td></tr>\n <tr><td>00035970</td><td>Partial safety factors for both welds and bolts in fire design are now available</td></tr>\n <tr><td>00035997</td><td>The issue with identical names of loads corrected</td></tr>\n <tr><td>00036034</td><td>The situation about buckling analysis and negative values was fixed</td></tr>\n <tr><td>00036095</td><td>Fix of an error when generating a report</td></tr>\n <tr><td>00036111</td><td>The issue with meshing around the bolt opening solved</td></tr>\n <tr><td>00036122</td><td>The issue with missing welds of the welded section has been fixed</td></tr>\n <tr><td>00036128</td><td>Mesh generation error - fix of a cut with an offset</td></tr>\n <tr><td>00036163</td><td>The issue with mesh generating was fixed</td></tr>\n <tr><td>00036199</td><td>Warning for incorrect input of geometry added</td></tr>\n <tr><td>00036209</td><td>Welds no longer disappear when Y or Z eccentricity exceeds 1 mm</td></tr>\n <tr><td>00036226</td><td>A bug in the Report generation was fixed</td></tr>\n <tr><td>00036242</td><td>The issue with the discontinuity of welded cross-sections was fixed</td></tr>\n <tr><td>00036260</td><td>Fixed blank report page</td></tr>\n <tr><td>00036324</td><td>There was an issue regarding welded compound sections and eccentricities that has now been fixed</td></tr>\n <tr><td>00036327</td><td>An issue with partially missing welds of a general welded section when setting an eccentricity of a member has been fixed</td></tr>\n <tr><td>00036433</td><td>The weld size now includes intervals of 1/16 inch when using imperial units</td></tr>\n <tr><td>00036476</td><td>The cut operation applied on Stub operation and circular sections was fixed</td></tr>\n <tr><td>00036509</td><td>The issue with the error in the report is solved</td></tr>\n <tr><td>00036540</td><td>Section model views fixed</td></tr>\n <tr><td>00036637</td><td>Workaround is provided for issues with support in image in a report </td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035523</td><td>The calculation issue of the model in the general position was fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00035104</td><td>Corrected issue with meshing in the anchoring operation</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034663</td><td>The issue with the nonconformity message for the crack width check in Dutch is solved</td></tr>\n <tr><td>00034933</td><td>The issue with minimum reinforcement in RCS is solved</td></tr>\n <tr><td>00035481</td><td>The issue regarding shear force capacity in RCS is solved</td></tr>\n <tr><td>00035495</td><td>The issue with art 6.1(9) from the Dutch national annex has been solved</td></tr>\n <tr><td>00035765</td><td>The issue with the order of sections in the report in RCS is solved</td></tr>\n <tr><td>00036495</td><td>Fixed shear and torsion interaction for zero torsion or zero shear cases</td></tr>\n <tr><td>00036620</td><td>The wrong identification of shear reinforcement in the 2D section interaction check was fixed</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-0-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_0_1",
"collection": "default",
"id": "d2d90ce5-8406-49bd-8bc9-d629507eb9fb",
"language": "fr-FR",
"lastModified": "2025-03-31T10:55:44.0790161Z",
"name": "RN: Solved incidents 23.0.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 23.0.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-23-0-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n7b792bb4_f4af_013c_65e0_e2607eb15c91",
"collection": "default",
"id": "7b792bb4-f4af-013c-65e0-e2607eb15c91",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "7b792bb4-f4af-013c-65e0-e2607eb15c91",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 23.0.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Apr 26, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034818</td><td>An issue that generated a negative internal radius for a user-defined cold-formed section has been fixed</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034296</td><td>In IDEA StatiCa Beam the user can select to perform the deflection check under either the quasi-permanent combination or the characteristic one. Also, there is now a clear notification that the value of ξ should be explicitly set by the user if it is different than the one defined in the Eurocodes</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031467</td><td>An issue that results in some loads being missed from the Robot Structural Analysis BIM link has been resolved</td></tr>\n <tr><td>00033702</td><td>Several issues regarding sections and load effects with the RFEM6 BIM link have been identified and fixed</td></tr>\n <tr><td>00034106</td><td>Import of internal forces has been fixed by export to IDEA StatiCa Checkbot</td></tr>\n <tr><td>00034171</td><td>Import of the circular hollow section for parametrized profile was fixed</td></tr>\n <tr><td>00034300</td><td>Failing export of connections from STAAD.Pro to Checkbot fixed</td></tr>\n <tr><td>00034371</td><td>The issue with the import of parallel flat bars from RFEM has been fixed</td></tr>\n <tr><td>00034676</td><td>The problem with Tekla export was solved</td></tr>\n <tr><td>00034691</td><td>The error message \"Unable to import cross-section\" when importing connections from RFEM 6 resolved</td></tr>\n <tr><td>00034732</td><td>An issue with the incorrect (opposite) direction of the concrete block and anchors in the baseplate connection after the import to the Checkbot app has been fixed</td></tr>\n <tr><td>00034764</td><td>Issues with specific operations of connections after opening the structure as a whole in the Member application have been fixed</td></tr>\n <tr><td>00034774</td><td>Incorrect import of RHS (rotating about the main axis) from SCIA Engineer fixed</td></tr>\n <tr><td>00034835</td><td>The issue with the import of load effects from RStab has been fixed</td></tr>\n <tr><td>00034996</td><td>The wrong import of forces from AXIS VM model to Checkbot was fixed</td></tr>\n <tr><td>00034997</td><td>The issue with the graphical representation of hollow profiles imported from RFEM has been fixed</td></tr>\n <tr><td>00035064</td><td>The error message \"Duplicated load case\" when importing connections from RFEM 6 resolved</td></tr>\n <tr><td>00035314</td><td>The issue with incorrect geometry of the parametric cross-section imported from RFEM has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032093</td><td>The problematic cut and weld in Connection were fixed</td></tr>\n <tr><td>00032498</td><td>The bug consisting of showing the wrong result of the buckling factor for a rod connected by a connecting plate operation in certain connection models resolved</td></tr>\n <tr><td>00032879</td><td>Incorrect results in checks of symmetrical anchoring with beta angle 0° and 180° fixed</td></tr>\n <tr><td>00033014</td><td>The Connection Library template was updated and fixed</td></tr>\n <tr><td>00033735</td><td>The problematic cut of a tube by another tube was fixed</td></tr>\n <tr><td>00033893</td><td>Cut of a diagonal by a work plane was implemented</td></tr>\n <tr><td>00034034</td><td>Problem with detecting multiple anchor groups when going through multiple plates and determining the effective area required for the concrete breakout checks resolved</td></tr>\n <tr><td>00034183</td><td>The the issue with the incorrect definition of the free edge has been fixed</td></tr>\n <tr><td>00034236</td><td>Tha tab with summary results for HT analysis has been added to the report</td></tr>\n <tr><td>00034240</td><td>The incorrect definition of stiffeners was fixed</td></tr>\n <tr><td>00034362</td><td>An issue impacting the .pdf export from the Report tab has been fixed, the sizes should now correspond to a standard A4</td></tr>\n <tr><td>00034553</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00034596</td><td>Issue with wrong results in the Developer mode corrected</td></tr>\n <tr><td>00034693</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00034798</td><td>Problem with an anchor missing in the calculation fixed</td></tr>\n <tr><td>00034811</td><td>The messaging of \"out of scope\" issues was enhanced</td></tr>\n <tr><td>00034836</td><td>The issue with Tekla export to IDEA was solved</td></tr>\n <tr><td>00034870</td><td>It was not really a bug, but issue was explained more clearly to the client.</td></tr>\n <tr><td>00034892</td><td>Issue with missing Weld and Plate name symbols in the Connction app - Section view has been resolved</td></tr>\n <tr><td>00034960</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035054</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035229</td><td>Issue with missing symbols / remarks in sections was solved</td></tr>\n <tr><td>00035478</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035479</td><td>Different results were obtained when cutting members by different methods. Now the issue is fixed</td></tr>\n <tr><td>00035490</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035499</td><td>Issue with missing borders and headings at the exported tables to DOC file was solved</td></tr>\n <tr><td>00035506</td><td>Bug with green check even though u.c. > 100% was solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032833</td><td>Issue with the graphical representation of crack results has been fixed.</td></tr>\n <tr><td>00033570</td><td>The utilization of reinforcement bars is already taken from the stress output and not from the strain. More transparent code-check for the users</td></tr>\n <tr><td>00034627</td><td>Automatic numbering of added subregions was fixed</td></tr>\n <tr><td>00035016</td><td>The issue with the specific length of corbel has been fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033084</td><td>Support options for analyzed members that do not have any effect hidden and left only for the related members</td></tr>\n <tr><td>00035162</td><td>The bug with switching inter foces values of Vy and Vz when importing load effects from one connection project to another for members with channel sections resolved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00034121</td><td>The parameteres of the steel were corrected. The Category 2 was set as default</td></tr>\n <tr><td>00034492</td><td>The issue regarding crack width calculations steel stresses that exceed the yield strength has been solved</td></tr>\n <tr><td>00034733</td><td>Calculation of the effective width for TT beam in RCS has been fixed</td></tr>\n <tr><td>00035000</td><td>The issue regarding torsion interaction in RCS has been solved</td></tr>\n <tr><td>00035069</td><td>The issue with wrong Dutch explanation in RCS stress limitation check was solved</td></tr>\n <tr><td>00035089</td><td>The issue regarding interaction of V+T to determining Fsw in RCS has been solved</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-23-0-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_23_0_0",
"collection": "default",
"id": "261949dc-fa8a-40e7-8a9d-a6d1ae4ec639",
"language": "fr-FR",
"lastModified": "2025-03-31T10:56:01.1797935Z",
"name": "RN: Solved incidents 23.0.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.6"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-6"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n4721e836_54a9_0104_a6e1_dd36fccb568b",
"collection": "default",
"id": "4721e836-54a9-0104-a6e1-dd36fccb568b",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "4721e836-54a9-0104-a6e1-dd36fccb568b",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n668bf0d2_2775_0108_8948_697a8468edd1",
"collection": "default",
"id": "668bf0d2-2775-0108-8948-697a8468edd1",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "668bf0d2-2775-0108-8948-697a8468edd1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.1.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Mar 14, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032443</td><td>The broken file has to be removed from the project file manually. Then the new calculation will work correctly</td></tr>\n <tr><td>00033070</td><td>UIX improvement has been implemented so that the list of loads effect does not expand after each operation modification </td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031663</td><td>The issue with not importing non-standard cross-sections from SAP2000 using the Checkbot application has been fixed</td></tr>\n <tr><td>00032090</td><td>DUENQ cross-section and user-defined material are now imported and displayed in Checkbot</td></tr>\n <tr><td>00032909</td><td>The Cut operation works correctly now for the imported incline member</td></tr>\n <tr><td>00032938</td><td>The issue with the freezing of Checkbot after synchronization with AxisVM corrected</td></tr>\n <tr><td>00033200</td><td>An issue with plate orientation in Tekla has been identified and fixed</td></tr>\n <tr><td>00033206</td><td>The problem with Checkbot was fixed</td></tr>\n <tr><td>00033560</td><td>An issue with import from SCIA Engineer to Checkbot has been identified and fixed</td></tr>\n <tr><td>00033687</td><td>connection are now imported to Checkbot as expected</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030887</td><td>An issue with using rectangular hollow cross-sections used in truss models in the Connection application has been fixed</td></tr>\n <tr><td>00033052</td><td>Corrected the behavior of the Local deformation checkbox</td></tr>\n <tr><td>00033181</td><td>A bug with the infinite stiffness of a connection at specific internal forces was fixed</td></tr>\n <tr><td>00033277</td><td>The error message in report generation with formulas switched on and timber members was fixed</td></tr>\n <tr><td>00033315</td><td>Removed empty pages from the report in the student version</td></tr>\n <tr><td>00033544</td><td>Fixed error in updated operation PCUT for connection projects imported from CAD software</td></tr>\n <tr><td>00033546</td><td>The calculation of bending moment in anchors with stand-off was updated. Now, a bending moment in anchors is calculated by FEM with respect to the stiffness of the base plate. Previously, the moment was calculated simply as transverse force V multiplied by the length of the anchor</td></tr>\n <tr><td>00033716</td><td>The issue with the missing parts of a circle stiffener on tubes corrected</td></tr>\n <tr><td>00033718</td><td>An issue with the use of negative volumes for multiple cuts was identified and fixed</td></tr>\n <tr><td>00033915</td><td>Fix of a stiffener weld around the tubular member</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033834</td><td>Incorrect visualization of the reactions in supports and their units in the report in the Detail application has been corrected</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033338</td><td>The issue with the missing view of the result when GMNIA > 100% was corrected</td></tr>\n <tr><td>00034056</td><td>The problem with anchored connections in the member application was fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00033094</td><td>The unit of curvature in the RCS M-N-K diagram has been added</td></tr>\n <tr><td>00033434</td><td>The combination of standard calculation and fatigue was not working simultaneously. The issue has been fixed</td></tr>\n <tr><td>00033475</td><td>The effective height of the cross-section is now shown properly in RCS</td></tr>\n <tr><td>00033844</td><td>An issue with defining shear reinforcement (links) for 2D elements in RCS has been fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031039</td><td>Corrected the appearance of the cut plate after export into DWG</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-1-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_1_5",
"collection": "default",
"id": "2508bfc0-fd3a-4b1e-b721-94838f8fc2c1",
"language": "fr-FR",
"lastModified": "2025-03-31T10:56:47.480276Z",
"name": "RN: Solved incidents 22.1.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n393aa525_19a2_0108_4d7b_645992987d52",
"collection": "default",
"id": "393aa525-19a2-0108-4d7b-645992987d52",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "393aa525-19a2-0108-4d7b-645992987d52",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.1.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Feb 13, 2023</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032099</td><td>The issue with running the Tendon module in AxisVM link solved</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032436</td><td>STAAD.Pro BIM link: The bug with loads not being imported when Metric units were used has been fixed</td></tr>\n <tr><td>00032614</td><td>Wrong import of solid track section from MIDAS fixed</td></tr>\n <tr><td>00032663</td><td>The issue with the import of XML from Modest solved</td></tr>\n <tr><td>00032862</td><td>STAAD.Pro BIM link: The bug with member orientation has been fixed</td></tr>\n <tr><td>00032911</td><td>STAAD.Pro BIM link: The bug with loads not being imported when Metric units were used has been fixed</td></tr>\n <tr><td>00033003</td><td>The translation is correct now</td></tr>\n <tr><td>00033010</td><td>The bug with exporting from Tekla to IDEA leading to the wrong orientation of strip member has been fixed</td></tr>\n <tr><td>00033012</td><td>A problem when mapping cold-formed sections in Checkbot has been resolved</td></tr>\n <tr><td>00033020</td><td>STAAD.Pro BIM link: The bug with loads not being imported when Metric units were used has been fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030474</td><td>A warning about the bolts in timber loaded out of the software scope has been added. The bolts can be analyzed in shear only</td></tr>\n <tr><td>00030761</td><td>Welds on continuous members in the Operation Cut corrected</td></tr>\n <tr><td>00031902</td><td>Improve the cut of a plate manufacturing operation on a circular stiffening member</td></tr>\n <tr><td>00032487</td><td>A bug generated by activating the plate clash check was fixed</td></tr>\n <tr><td>00032508</td><td>Corrected the appearance of clash warning in welded splice operation</td></tr>\n <tr><td>00032557</td><td>Fixed possible crash when calculating Connection or Detail projects on older Windows subversions, solved by installing the latest Visual C++ Redistributables</td></tr>\n <tr><td>00032593</td><td>The automatic welds are created in the<br>\nPCUT operation</td></tr>\n <tr><td>00032739</td><td>Corrected the behavior of the order of operations Contact and Welds</td></tr>\n <tr><td>00032777</td><td>The user is now informed how to set units properly to prevent incorrect rounding</td></tr>\n <tr><td>00032795</td><td>Spelling mistakes should be corrected now</td></tr>\n <tr><td>00032810</td><td>Lengths of partial welds are now listed correctly in the results table/report</td></tr>\n <tr><td>00032936</td><td>The ordering of the welds will not stop the calculation.</td></tr>\n <tr><td>00032944</td><td>Bolt shear utilization ratio for pre-loaded bolts is now shown in the bolts results table</td></tr>\n <tr><td>00033030</td><td>XLS import corrected</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032521</td><td>Occasional wrong trim of group of stirrups along openings fixed</td></tr>\n <tr><td>00033292</td><td>The divergence of non-linear calculation when wire fabric reinforcement is applied was solved </td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032740</td><td>The issue with bolts solved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032506</td><td>The possibility of generating MNK diagram in both strong and weak directions for a cross-section in RCS has been fixed</td></tr>\n <tr><td>00032784</td><td>Displaying of the cross-section with more parts in the second phase is correct now</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-1-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-23-0-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_1_4",
"collection": "default",
"id": "2d99b9ad-0875-4632-9ed6-a3dc9fb28335",
"language": "fr-FR",
"lastModified": "2025-03-31T10:57:25.5109865Z",
"name": "RN: Solved incidents 22.1.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n5a6136f7_3fde_014b_53e1_237a82eab887",
"collection": "default",
"id": "5a6136f7-3fde-014b-53e1-237a82eab887",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "5a6136f7-3fde-014b-53e1-237a82eab887",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.1.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Jan 19, 2023</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031529</td><td>Set material of cold-formed cross-sections correctly</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029340</td><td>MIDAS link: Nonconformity was added, and materials on the web were corrected</td></tr>\n <tr><td>00029761</td><td>UI in Checkbot improved in the right section of the window (cells are aligned to the right)</td></tr>\n <tr><td>00031024</td><td>Improved reading of data from Tekla and the US environment with Mexican cross-sections and materials</td></tr>\n <tr><td>00031314</td><td>Error importing material from TS2021 to Idea Statica Checkbot solved</td></tr>\n <tr><td>00031703</td><td>A problem with ETABS and SAP2000 was identified and a shirt term workaround issued</td></tr>\n <tr><td>00031804</td><td>An incorrect section mapping from Tekla Structures was fixed</td></tr>\n <tr><td>00031863</td><td>Fix of IDEA StatiCa BIM failure during deflection calculation</td></tr>\n <tr><td>00031878</td><td>A problem with inconsistent sections, materials, and bolt databases has been identified in Tekla Structures, and a fix was created</td></tr>\n <tr><td>00031920</td><td>Import of RFEM internal forces on members with internal nodes was corrected</td></tr>\n <tr><td>00032100</td><td>After starting the Checkbot by the plugin, a new project can be created now</td></tr>\n <tr><td>00032233</td><td>An internal check was written to look for certain characters in label names within Robot that cause errors when using Checkbot</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029681</td><td>Topology improvement in the created templates</td></tr>\n <tr><td>00029780</td><td>Computational model fix for welds links of unsymmetrical welds</td></tr>\n <tr><td>00030900</td><td>The Plate Clash Check warning was fixed for stiffened openings.</td></tr>\n <tr><td>00030975</td><td>An issue with the template's application to a blank connection using the Connection Browser functionality has been fixed in the latest patch</td></tr>\n <tr><td>00031096</td><td>Corrected import of loads using Excel table</td></tr>\n <tr><td>00031253</td><td>AISC: corrected description of code version in the report for bolts</td></tr>\n <tr><td>00031348</td><td>Incorrect member definitions within the RHS/SHS ranges can cause IDEA to crash on exit - identified and fixed</td></tr>\n <tr><td>00031383</td><td>Incorrect member definitions within the RHS/SHS ranges can cause IDEA to crash on exit - identified and fixed</td></tr>\n <tr><td>00031574</td><td>Improvements in cut operation for the plates if the negative volume is used</td></tr>\n <tr><td>00031755</td><td>In the Connection app, the critical load case name in the Shear result table was not always displayed correctly</td></tr>\n <tr><td>00031828</td><td>The online server was optimized for publishing and downloading the Connection Browser design templates</td></tr>\n <tr><td>00031858</td><td>The mapping of material for Connection Browser proposals was fixed. Nevertheless, some of the old design templates should be recreated</td></tr>\n <tr><td>00031919</td><td>Problem with weld link fixed - mesh is OK</td></tr>\n <tr><td>00032184</td><td>MPRL import: Dimension issue while importing bolt assemblies with CSV file solved</td></tr>\n <tr><td>00032400</td><td>Solver for partially supported members was enhanced</td></tr>\n <tr><td>00032408</td><td>Fixed geometry data in the report table of members, which are defined by 3D vector</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00032162</td><td>Some corrections in page breaks of the report</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00031604</td><td>An issue with the program crash when importing thin-walled profiles solved</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029604</td><td>Stiffness is calculated correctly now</td></tr>\n <tr><td>00032142</td><td>Stress limitation check for characteristic combination is now performed correctly for exposure class X0, XC, XA when Belgian code is selected.</td></tr>\n <tr><td>00032377</td><td>A table of contents in the student version was added</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-1-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-1-3\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_1_3",
"collection": "default",
"id": "995ca7c3-046f-4010-bc07-51acc44c9715",
"language": "fr-FR",
"lastModified": "2025-03-31T10:57:39.7177706Z",
"name": "RN: Solved incidents 22.1.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2e689afe_df46_0167_36c9_807ee45698d7",
"collection": "default",
"id": "2e689afe-df46-0167-36c9-807ee45698d7",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "2e689afe-df46-0167-36c9-807ee45698d7",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.1.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Dec 5, 2022</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030327</td><td>Turkish regional format works correctly now</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00027676</td><td>Atipycaly modeled beams can be calculated correctly</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029775</td><td>The issue connected with import of haunches from AD 23.0.1 has been fixed</td></tr>\n <tr><td>00030211</td><td>Fixed incorrect notch cuts of members imported to Viewer for Tekla Structures</td></tr>\n <tr><td>00030689</td><td>The issue associated with a Checkbot crash when an empty results class was selected has been fixed</td></tr>\n <tr><td>00030812</td><td>Missing formulas for welds - corrected</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028506</td><td>The singularity detected on the concrete block has been moved to the next development phase</td></tr>\n <tr><td>00029494</td><td>Issue of missing values was solved</td></tr>\n <tr><td>00030554</td><td>Corrected the visualization of welds at inclined members</td></tr>\n <tr><td>00030783</td><td>Fixed incorrect determination of psiM,N used in Concrete breakout resistance anchor in tension check</td></tr>\n <tr><td>00030907</td><td>The issue with the check of preloaded bolts according to Chinese standard was solved</td></tr>\n <tr><td>00030978</td><td>The issue with the removal of stiffener plate was solved</td></tr>\n <tr><td>00030997</td><td>Error with changing the Stiffener type (in Shifted end plate operation) from 'Full' to 'None' was fixed</td></tr>\n <tr><td>00031009</td><td>Incorrect reporting of Design Resistance with anchors has been fixed</td></tr>\n <tr><td>00031108</td><td>Problems when copying loads from Excel have been fixed</td></tr>\n <tr><td>00031126</td><td>Switching between the analysis types - error message fixed</td></tr>\n <tr><td>00031154</td><td>Error with changing the Stiffener type (in Shifted end plate operation) from 'Full' to 'None' was fixed</td></tr>\n <tr><td>00031302</td><td>Errors in the bolt group dialog, when a shear lug was selected, have been fixed</td></tr>\n <tr><td>00031308</td><td>The issue with removal of stiffener plate was solved</td></tr>\n <tr><td>00031324</td><td>Bolt bearing checks when in slotted holes have been solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028768</td><td>The equilibrium issue is solved</td></tr>\n <tr><td>00030924</td><td>The issue with short-term losses is solved</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030548</td><td>The member with TT cross-section can be calculated now</td></tr>\n <tr><td>00031110</td><td>The graphics associated with connections in Checkbot and Connection have been harmonized</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028487</td><td>Issue with sigma cp was solved</td></tr>\n <tr><td>00028921</td><td>Issue with brittle failure was solved</td></tr>\n <tr><td>00030032</td><td>Issue with RCS fatigue total lifecycle was solved</td></tr>\n <tr><td>00030321</td><td>The name of the equations was updated according to new SIA</td></tr>\n <tr><td>00030440</td><td>Issue with RCS fire resistance was solved (interpolation between values from table is now applied)</td></tr>\n <tr><td>00031010</td><td>The calculation of crack width is corrected</td></tr>\n <tr><td>00031353</td><td>We had meeting with Lukas Bobek and clarified how IDEA works, also some bugs were resolved</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030292</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030426</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030507</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030749</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030750</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030766</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030767</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030829</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030848</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030849</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030854</td><td>Incorrect import of the connection has been solved</td></tr>\n <tr><td>00030871</td><td>Incorrect import of the connection has been solved</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-1-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-1-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_1_2",
"collection": "default",
"id": "a743f84b-2335-4839-bd3d-c428f6c0e439",
"language": "fr-FR",
"lastModified": "2025-03-31T10:57:54.2173646Z",
"name": "RN: Solved incidents 22.1.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2ea3a977_01f5_013a_9515_8167fe7979a6",
"collection": "default",
"id": "2ea3a977-01f5-013a-9515-8167fe7979a6",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "2ea3a977-01f5-013a-9515-8167fe7979a6",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.1.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Nov 3, 2022</p>\n<table><tbody>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028437</td><td>A problem with non-linear load case combinations in Robot has been fixed. They are now imported into Checkbot as expected</td></tr>\n <tr><td>00029440</td><td>The Clean button in the Materials tab now works with Cross-sections, Materials and Bolt assemblies to delete unused items</td></tr>\n <tr><td>00029761</td><td>The compound cross-sections from SCIA can be imported to Checkbot now</td></tr>\n <tr><td>00029772</td><td>The connection can be imported with the correct members and cross-sections</td></tr>\n <tr><td>00029975</td><td>An issue with zero-length members has been discovered in SCIA and has been reported to their development team</td></tr>\n <tr><td>00030145</td><td>The issue with saving manually created reinforcement zones in the IDEA BIM application has been fixed</td></tr>\n <tr><td>00030175</td><td>The slow import of objects from some Tekla Structures models has been identified and fixed</td></tr>\n <tr><td>00030291</td><td>Reported issues with SAP2000 version 24.1.0 and ETABS 20.3.0 are temporarily overcome by a published workaround until the necessary changes are done by CSI in their API</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026316</td><td>Errors during the process of publishing larger templates in the Connection Browser were fixed</td></tr>\n <tr><td>00028314</td><td>Errors during the process of publishing larger templates in the Connection Browser were fixed</td></tr>\n <tr><td>00028539</td><td>The adjustment of tensile stiffness for contact. The factor decreased the stiffness of the tensile branch of the nonlinear spring</td></tr>\n <tr><td>00029147</td><td>The error is fixed by importing the connection again to the Checkbot</td></tr>\n <tr><td>00029691</td><td>The overall usage result values for projects with multiple anchoring blocks were corrected. <br>\nAlso, the explanation message about effective areas for concrete block code-check was embedded into the result table.</td></tr>\n <tr><td>00029780</td><td>Issues with bolted plates with a filler in between fixed.</td></tr>\n <tr><td>00029865</td><td>Clash check warning for the operation CUT corrected </td></tr>\n <tr><td>00030005</td><td>Suggested improvements pertaining to Fire Design have been implemented</td></tr>\n <tr><td>00030078</td><td>An Issue with the XLS import function that changed the order of loads for members was fixed</td></tr>\n <tr><td>00030156</td><td>Fixed error In the analysis model where there was gamaM2 used instead of gama_M3 to display the value of the overall results as was in the detailed results</td></tr>\n <tr><td>00030213</td><td>Fixed crash of application with tube welded to a tubular stiffening member on top of another tubular member</td></tr>\n <tr><td>00030241</td><td>Wrong yield stress values based on the plate thickness fixed</td></tr>\n <tr><td>00030266</td><td>Wrong yield stress values based on the plate thickness for Indian standard fixed</td></tr>\n <tr><td>00030279</td><td>Wrong yield stress values based on the plate thickness for Indian standard fixed</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029845</td><td>The increasing speed during the opening of the big project in Detail app</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029804</td><td>The issue with missed loads on connected members in some cases was fixed.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00029818</td><td>An interactive pop-up message regarding the concrete grade and corresponding exposure class has been changed to an informative one.</td></tr>\n <tr><td>00029844</td><td>The issue with the missing table for the Fire resistance combination was now fixed; the table was added to the table editor.</td></tr>\n <tr><td>00030017</td><td>The issue with wrong fatigue parameters when using 1992-1-1 and 1992-2 in combination with the Dutch national annex was fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00030047</td><td>Fixed issue with Viewer not being able to open project files containing project items with FIR or HT analysis types.</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-1-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-1-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_1_1",
"collection": "default",
"id": "dc1e2ed3-9254-4afe-8417-5ac742705c4d",
"language": "fr-FR",
"lastModified": "2025-03-31T10:58:09.6150548Z",
"name": "RN: Solved incidents 22.1.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.1.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-1-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e2b95c05_b2b7_01f5_265d_6d139e44aafa",
"collection": "default",
"id": "e2b95c05-b2b7-01f5-265d-6d139e44aafa",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "e2b95c05-b2b7-01f5-265d-6d139e44aafa",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.1.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Oct 10, 2022</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024580</td><td>Various corrections made to error messages to help customers understand the error.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026252</td><td>The Advance Design 2023 Bim link has been tested with steel and concrete apps.</td></tr>\n <tr><td>00026499</td><td>The STAAD.Pro BIM link was updated to the new version including fixes of the export errors.</td></tr>\n <tr><td>00028193</td><td>The issue with the direction of internal forces according to the principal and local axes has been fixed.</td></tr>\n <tr><td>00028362</td><td>Direct BIM export from AXIS fixed for tha part of a stucture.</td></tr>\n <tr><td>00028666</td><td>The STAAD.Pro BIM link was updated to the new version including fixes of the export errors.</td></tr>\n <tr><td>00028749</td><td>The several nodes can be merged by Merge button in the same node in Checkbot.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024823</td><td>User account deleted from Connection Lite platform.</td></tr>\n <tr><td>00026856</td><td>Imperial units for the Stiffnes analysis.</td></tr>\n <tr><td>00027741</td><td>The grouping has been fixed.</td></tr>\n <tr><td>00027978</td><td>Issue was with import from tekla. Do the import again and the flange does not split. </td></tr>\n <tr><td>00028101</td><td>A wrongly added stiffeners when using the Connection Browser was fixed.</td></tr>\n <tr><td>00028218</td><td>Preoblem with plates mismatch when applying a design from the Connection Browsed fixed.</td></tr>\n <tr><td>00028359</td><td>The problem with the stub clashes fixed.</td></tr>\n <tr><td>00028600</td><td>PCUT operation parametes fixed.</td></tr>\n <tr><td>00028607</td><td>RHS section import from Tekla error fixed.</td></tr>\n <tr><td>00028671</td><td>Missing values for bolt shear forces in multi shear plane connections were added for Chinese design code.</td></tr>\n <tr><td>00028772</td><td>CUT by Negative volume was fixed.</td></tr>\n <tr><td>00029167</td><td>The linear stress for fatique code- check of anchors has been fixed.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024375</td><td>The new mesher CM2 is fixing the error for the reactions above the supports using the local remeshing.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028197</td><td>Problem with the calculation process fixed.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028458</td><td>The response N-M-M will be activated as default from this version for newly created projects. </td></tr>\n <tr><td>00028890</td><td>The problem with the presentation of the results in the last table is fixed for version 22.1. The resulting stiffness for the second-order effect is calculated correctly.</td></tr>\n <tr><td>00029024</td><td>Bugfix has been finished for one extreme where been showing the weird utilization for N-M-M.</td></tr>\n <tr><td>00029067</td><td>The spacing of rebars for code-check of cracks has been fixed.</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-1-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-1-0\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_1_0",
"collection": "default",
"id": "954e26bb-f267-4014-9766-2858bfd81e40",
"language": "fr-FR",
"lastModified": "2025-03-31T10:58:23.3187241Z",
"name": "RN: Solved incidents 22.1.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.0.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-0-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d0704db9_14ba_01ba_689b_38a0388645aa",
"collection": "default",
"id": "d0704db9-14ba-01ba-689b-38a0388645aa",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "d0704db9-14ba-01ba-689b-38a0388645aa",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.0.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Sep 9, 2022</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028064</td><td>The program failed after launching the Tendon application. Now it is fixed. The program does not crash. Only default prestressing load cases (PRE, POST) are supported during the TDA. User-defined prestressing load cases are not supported.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00027844</td><td>Export of bulk connection items from Checkbot to single file error fixed.</td></tr>\n <tr><td>00027871</td><td>A problem with member IDs preventing some connection operations has been fixed.</td></tr>\n <tr><td><strong>Connection</strong></td><td><br></td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00025506</td><td>Imported weld showing too big deformation for a given configuration of connection of forces problem fixed.</td></tr>\n <tr><td>00026072</td><td>The issue with the extended base plate solved</td></tr>\n <tr><td>00027376</td><td>The issue with the anchoring of the general cross-section solved</td></tr>\n <tr><td>00028250</td><td>The issue with the use of apostrophes in the report notes was solved. </td></tr>\n <tr><td>00027123</td><td>Fixed wrong determination of stress in concrete for split baseplate welded together and a column positioned outside the concrete block area. </td></tr>\n <tr><td>00027834</td><td>A problem with member IDs preventing some connection operations has been fixed.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00028465</td><td>Detail crashes after removing support using the template dapped end beam. This happened in German mutation. Now it is fixed.</td></tr>\n <tr><td>00028628</td><td>In the previous version analysis did not start after clicking on \"Calculate\". Now it is fixed.</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-0-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-0-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_0_5",
"collection": "default",
"id": "11059fb3-943b-4421-9660-86fb8cc5c025",
"language": "fr-FR",
"lastModified": "2025-03-31T10:58:37.7864876Z",
"name": "RN: Solved incidents 22.0.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.0.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-0-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n166f4ac8_8eac_01e6_bf8b_2f1e2b067627",
"collection": "default",
"id": "166f4ac8-8eac-01e6-bf8b-2f1e2b067627",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "166f4ac8-8eac-01e6-bf8b-2f1e2b067627",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.0.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Aug 11, 2022</p>\n<table><tbody>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026516</td><td>An issue with a missing picture of the structural model in Checkbot after import from AxisVM solved.</td></tr>\n <tr><td>00027262</td><td>Fix of selection problem of anchoring node in RFEM 5.</td></tr>\n <tr><td>00027621</td><td>Export a concrete column in SCIA Engineer to IDEA StatiCa Checkbot works now. </td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024319</td><td>Problem with the name of a weld fixed.</td></tr>\n <tr><td>00024655</td><td>Connection Browser: Fix of geometry recognition when several members are present.</td></tr>\n <tr><td>00025309</td><td>Problem with incorrect display of fillet welds fixed.</td></tr>\n <tr><td>00025851</td><td>Connection Browser: Duplicity of the company set prevented.</td></tr>\n <tr><td>00026737</td><td>Singularity issue with a cut using negative volume on hollow-cross section solved.</td></tr>\n <tr><td>000027086</td><td>Connection Browser: Fix of geometry recognition when several members are present.</td></tr>\n <tr><td>00027162</td><td>The corrected range for the factor Effective area - Influence of mesh size in Code setup.</td></tr>\n <tr><td>00027316</td><td>Corrected anchor area in formulas when the shear plane in a thread is unchecked.</td></tr>\n <tr><td>00027331</td><td>The detailing of the butt welds has been removed. </td></tr>\n <tr><td>00027458</td><td>Missing weld for Cut by surface operation fixed.</td></tr>\n <tr><td>00027546</td><td>Analysis of a timber connection imported via BIM link fixed for N, Vz, My model type.</td></tr>\n <tr><td>00027806</td><td>Calculation problem of a project in Chinese standard GB fixed.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00027034</td><td>An offset of the related members' influence corrected.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019865</td><td>Improved algorithm when assessing interaction diagram for extreme cases of a prestressed concrete section.</td></tr>\n <tr><td>00024967</td><td>Improved approach when checking detailing rules for reinforced concrete section mainly in compression. The previous versions reported a zero reinforcement ratio for longitudinal reinforcement in tension. Now due to the improved algorithm, this problem does not occur anymore.</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-0-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-0-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_0_4",
"collection": "default",
"id": "81d199fa-fd7b-49d2-a9e2-2a4604808cf7",
"language": "fr-FR",
"lastModified": "2025-03-31T10:58:52.2565731Z",
"name": "RN: Solved incidents 22.0.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.0.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-0-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8600e943_db4a_018b_2be9_d800d34189a0",
"collection": "default",
"id": "8600e943-db4a-018b-2be9-d800d34189a0",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "8600e943-db4a-018b-2be9-d800d34189a0",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.0.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Jul 20, 2022</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00025655</td><td>Link to online Viewer in the starting app redirected.</td></tr>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026448</td><td>Corrected issue with generating member after import from AxisVM.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026068</td><td>Fixed the low speed of reading data for extreme numbers of imported nodes at once from Dlubal API (RFEM 5.28 and RSTAB 8.28); more possible improvements only on the side of Dlubal API.</td></tr>\n <tr><td>00026644</td><td>Shear transfer for bolts is now correctly set after the import by the Viewer plugin.</td></tr>\n <tr><td>00026712</td><td>An issue with the extension of a project file exported from the Checkbot application has been fixed.</td></tr>\n <tr><td>00026982</td><td>The maximal distance for connecting members with eccentricity to one joint has been increased.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026242</td><td>Log in to the Connection Lite fixed.</td></tr>\n <tr><td>00026572</td><td>Previous saved self-made templates can now be applied to new connections.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026172</td><td>Lateral-torsional restraint fixed for the top flanges of CFD profiles.</td></tr>\n <tr><td>00026317</td><td>Corrected issue with the disappearance of the cup plate. </td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-0-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-0-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_0_3",
"collection": "default",
"id": "abe8de12-bd20-4c79-b36d-65c972f4034b",
"language": "fr-FR",
"lastModified": "2025-03-31T10:59:09.7080835Z",
"name": "RN: Solved incidents 22.0.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.0.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-0-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bf725b77_bb94_0156_e917_18c1c00da809",
"collection": "default",
"id": "bf725b77-bb94-0156-e917-18c1c00da809",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "bf725b77-bb94-0156-e917-18c1c00da809",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.0.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Jun 17, 2022</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024434</td><td>An issue with Checkbot not recognizing concrete beams in AxisVM has been fixed.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00025509</td><td>An issue with Checkbot not merging beams from RSTAB/RFEM has been fixed.</td></tr>\n <tr><td>00025581</td><td>An issue with Checkbot material import from Advance Steel has been fixed.</td></tr>\n <tr><td>00025727</td><td>An issue with the Incorrect angle import of welded I-beam from AxisVM was resolved.</td></tr>\n <tr><td>00026063</td><td>Export of internal forces for the design of simple base plate connection from RFEM has been fixed. </td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00011789</td><td>Welding of a stiffener under the circular cut of a tube fixed.</td></tr>\n <tr><td>00024372</td><td>The corrected formula for a concrete breakout at symetrical loading in anchor design.</td></tr>\n <tr><td>00025008</td><td>Fix of DXF curve exported from the stiffness analysis.</td></tr>\n <tr><td>00025168</td><td>An issue with the disappearing of circular cross-section after the cut operation was resolved.</td></tr>\n <tr><td>00025342</td><td>Reduction factor beta,p for Shear resistance check (EN1993-1-8 Chapter 3.6.1, tab 3.4, clauses 12 and 13) fixed determination for multiple packing plates and non-preloaded bolts.</td></tr>\n <tr><td>00025391</td><td>The dialog Position in operation Stiffener is fixed to be visible with all other different settings within this operation.</td></tr>\n <tr><td>00025618</td><td>Corrected wrong check of bolt distances when using Negative volume operation.</td></tr>\n <tr><td>00025902</td><td>An issue with taking into account incorrect value for the distance between bolts and the edge of the plates for the detailing check was fixed.</td></tr>\n <tr><td>00025978</td><td>Corected formula for M_{pl,Rd} in anchor design.</td></tr>\n <tr><td>00026038</td><td>An issue with taking into account incorrect value for the distance between bolts and the edge of the plates for the detailing check was fixed.</td></tr>\n <tr><td><strong>IOM</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00026143</td><td>An issue with upgrading IOM integration to version 22 was fixed.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00023796</td><td>Shear check update for circular cross-sections. Now a reduction coefficient \"chi\" is considered when calculating the shear resistance V_{Rd,s} of circular cross-sections. The maximum value of the chi reduction coefficient is 0.85.</td></tr>\n <tr><td>00025985</td><td>Bugfix: calculated second order eccentricity was not considered when calculating the interaction diagram and response N-M-M of the cross-section. Now it is fixed.</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-0-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_0_2",
"collection": "default",
"id": "5bc935c3-b176-4af1-9f9e-a07aabcc2d62",
"language": "fr-FR",
"lastModified": "2025-03-31T10:59:40.038623Z",
"name": "RN: Solved incidents 22.0.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.0.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-0-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "d7018308_7d81_0199_f616_0223ad3d9d12",
"collection": "default",
"id": "d7018308-7d81-0199-f616-0223ad3d9d12",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "d7018308-7d81-0199-f616-0223ad3d9d12",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.0.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released May 20, 2022</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00025343</td><td>Bugfix: when running the TDA from the Tendon app due to changes in tendon layout, the updated results are now displayed in the Beam app instead of displaying the old results</td></tr>\n <tr><td>00025347</td><td>Bugfix: change of language does not cause recalculation of the project anymore</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024261</td><td>Advance Steel 2022 installation issues fixed</td></tr>\n <tr><td>00024994</td><td>UI bug in inputting the values in Settings fixed</td></tr>\n <tr><td>00025279</td><td>An issue with merging members in the Checkbot application was fixed</td></tr>\n <tr><td>00025352</td><td>Fixed sync and file export problem for particular steel hall project imported to Checkbot from Robot Structural Analysis</td></tr>\n <tr><td>00025656</td><td>LCS rotation bug of vertical members when exporting to standalone files fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019166</td><td>DWG export from Connection Lite fixed</td></tr>\n <tr><td>00024567</td><td>Circular stiffener problem fixed</td></tr>\n <tr><td>00024671</td><td>Fix of reading the custom values of partial safety factors in Settings</td></tr>\n <tr><td>00025011</td><td>Computational model analysis error fixed</td></tr>\n <tr><td>00025234</td><td>Weld around a circular stiffening plate fixed</td></tr>\n <tr><td>00025326</td><td>Weld around a circular stiffening plate fixed</td></tr>\n <tr><td>00025533</td><td>Circular stiffener problem fixed</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00023868</td><td>The general thin-walled section for IDEA StatiCa Member has been fixed. </td></tr>\n <tr><td>00024299</td><td>The general thin-walled section issues with welding fixed.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00023618</td><td>Revision of the M-N-Kappa diagram and fixing the stiffness points</td></tr>\n <tr><td>00024831</td><td>Problem with determining the concrete cover layer thickness fixed.</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-0-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-0-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_0_1",
"collection": "default",
"id": "63a398b7-3aa6-41d8-9523-44c850d7555a",
"language": "fr-FR",
"lastModified": "2025-03-31T11:00:17.1060606Z",
"name": "RN: Solved incidents 22.0.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 22.0.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-22-0-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n1b12be00_deda_01c6_a9de_743c9a44f0e7",
"collection": "default",
"id": "1b12be00-deda-01c6-a9de-743c9a44f0e7",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "1b12be00-deda-01c6-a9de-743c9a44f0e7",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 22.0.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": null,
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Apr 21, 2022</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00024201</td><td>An issue with importing user-defined forces via XML file was fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00023288</td><td>The inconsistency between steel and concrete material after import to IDEA StatiCa BIM from Midas Civil has been fixed</td></tr>\n <tr><td>00023312</td><td>The Viewer plugin for the Advance Steel export issue fixed</td></tr>\n <tr><td>00024087</td><td>Corrected broken BIM link for SAP2000.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019402</td><td>Fixed problem with losing result data from all CONs in one project file after e.g. adding a new cross-section in one CON</td></tr>\n <tr><td>00022272</td><td>The full extent of a stiffening haunch is now modeled and taken into account in v22.0.0</td></tr>\n <tr><td>00023175</td><td>Fixed detailing check neglecting specific cases with big and user-defined bolts in one bolt connections close to stiffeners</td></tr>\n <tr><td>00023256</td><td>The inconsistency between the Axial stiffness table result values and the graphic diagram occurred in some cases. This issue has been fixed</td></tr>\n <tr><td>00023286</td><td>Corrected exception error after calculation</td></tr>\n <tr><td>00023319</td><td>The inconsistency between the Axial stiffness table result values and the graphic diagram occurred in some cases. This issue has been fixed</td></tr>\n <tr><td>00023533</td><td>Corrected exception error during the analysis</td></tr>\n <tr><td>00023650</td><td>An issue with two different groups of anchors was corrected</td></tr>\n <tr><td>00023746</td><td>Corrected mesh discrepancy in buckling analysis of specific imported RHS hollow sections</td></tr>\n <tr><td>00023763</td><td>Calculation error fixed (steel beam on an inclined concrete block)</td></tr>\n <tr><td>00023984</td><td>An issue with DICAD interference was solved</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019023</td><td>Long calculation time reduced</td></tr>\n</tbody></table>"
},
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-22-0-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-22-0-0\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_22_0_0",
"collection": "default",
"id": "f9811fc5-1024-47ac-a9a3-aa3435eb5c64",
"language": "fr-FR",
"lastModified": "2025-03-31T11:00:32.2167989Z",
"name": "RN: Solved incidents 22.0.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.8"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-8"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n76a84e3c_4f6c_019c_0cd0_a343c0fdd96f",
"collection": "default",
"id": "76a84e3c-4f6c-019c-0cd0-a343c0fdd96f",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "76a84e3c-4f6c-019c-0cd0-a343c0fdd96f",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.7"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-7"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n17d20cb1_a2ef_0121_e13d_cdd383715bd1",
"collection": "default",
"id": "17d20cb1-a2ef-0121-e13d-cdd383715bd1",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "17d20cb1-a2ef-0121-e13d-cdd383715bd1",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.6"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-6"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8427ee28_6709_014a_59dc_20f917e59770",
"collection": "default",
"id": "8427ee28-6709-014a-59dc-20f917e59770",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "8427ee28-6709-014a-59dc-20f917e59770",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.5"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-5"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f3ae67b2_6af3_01b6_75bd_3e3084a5b94a",
"collection": "default",
"id": "f3ae67b2-6af3-01b6-75bd-3e3084a5b94a",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "f3ae67b2-6af3-01b6-75bd-3e3084a5b94a",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 21.1.5"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2022-04-04T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Apr 5, 2022</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00023344</td><td>Fixed problem with opening older Member projects in version 21.</td></tr>\n <tr><td>00023933</td><td>Fixed tensile stress area and bolt hole diameter for Australian bolt assembly M36 8.8.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00022807</td><td>Fixed appearance of error \"of an unrecoverable error\" in Checkbot after export from RSTAB</td></tr>\n <tr><td>00023128</td><td>Fixed appearance of error \"There is nothing selected in your application\" in Checkbot after export from RFEM</td></tr>\n <tr><td>00023717</td><td>New Consteel logo implemented</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00021758</td><td>Fixed incorrect angle value in the formula for concrete edge failure resistance acc. EN 1992-4 - 7.2.2.5</td></tr>\n <tr><td>00023018</td><td>Corrected reduction factor in concrete sideface blowout resistance check in ACI 318 -14 - 17.4.4.</td></tr>\n <tr><td>00023061</td><td>Tooltip for the concrete A_eff area back in the side scene.</td></tr>\n <tr><td>00023485</td><td>Fixed problem with incorrect position of the plate when using operation Negative volume</td></tr>\n <tr><td>00023863</td><td>Corrected description in Status field for Concrete block in the Brief report</td></tr>\n <tr><td>00023938</td><td>Fixed problem with incorrect bolt size values in the report table</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00023780</td><td>Bugfix: Now it is possible to insert custom images in the 3D view from the gallery to the report.</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-21-1-5"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-21-1-5\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_21_1_5",
"collection": "default",
"id": "3605fc8f-7c41-4a34-b36d-dc95e7fa2d52",
"language": "fr-FR",
"lastModified": "2025-03-31T11:08:49.6796958Z",
"name": "RN: Solved incidents 21.1.5",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.4"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-4"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "b61c0246_2a6f_0106_b3e6_09fcea5ece81",
"collection": "default",
"id": "b61c0246-2a6f-0106-b3e6-09fcea5ece81",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "b61c0246-2a6f-0106-b3e6-09fcea5ece81",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 21.1.4"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2022-02-17T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Feb 18, 2022</p>\n<table><tbody>\n <tr><td><strong>All applications</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00022521</td><td>Missing BS UB and UC sections added into the library</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00021896</td><td>Wrong orientation of member exported from Robot Structural Analysis fixed</td></tr>\n <tr><td>00022208</td><td>Checkbot could not be opened from Advance Steel in some cases</td></tr>\n <tr><td>00022389</td><td>The issue with the synchronization between AxisVM and IDEA StatiCa Checkbot solved </td></tr>\n <tr><td>00022454</td><td>Tubular cross-sections could not be exported from STAAD.Pro</td></tr>\n <tr><td>00022712</td><td>Issues with not importing some parts of the structure from RFEM to IDEA StatiCa via Checkbot were fixed</td></tr>\n <tr><td>00022837</td><td>The issue with unavailable button Loads in Checkbot (Import from Robot) was solved</td></tr>\n <tr><td>00022878</td><td>Issues with not importing some parts of the structure from RFEM to IDEA StatiCa via Checkbot were fixed</td></tr>\n <tr><td>00022902</td><td>An issue with the crash when an opening node in Checkbot, which was imported from RSTAB, was solved</td></tr>\n <tr><td>00022935</td><td>TUBE section types in STAAD.Pro are now recognized and can be imported into IDEA Checkbot without causing an error</td></tr>\n <tr><td>00022958</td><td>An issue with unavailable button Loads in Checkbot (Import from SAP2000) was solved</td></tr>\n <tr><td>00022976</td><td>An issue with eccentricities export from RFEM into Checkbot was solved</td></tr>\n <tr><td>00022996</td><td>An issue with wrong import of loads from RFEM (opposite sign) was solved</td></tr>\n <tr><td><br></td><td>An issue with the crash of the conversion table after RSTAB import was solved </td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00021278</td><td>The weld detailing check was corrected and improved for the maximum size of fillet weld in T – joints as per AISC 360-16, Chapter J, 2.2b</td></tr>\n <tr><td>00022239</td><td>Corrected calculation of concentration factor k<sub>j</sub> corrected for base plates overhanging concrete blocks for concrete block compressive resistance check (EN 1993-1-8 6.2.5)</td></tr>\n <tr><td>00022580</td><td>An issue with the correct geometry of the gusset plate for timber was solved</td></tr>\n <tr><td>00022702</td><td>Stiffness diagram curve smoothened for low initial stiffness values in result details of stiffness analysis (ST)</td></tr>\n <tr><td>00022952</td><td>The incorrect value of the hole diameter in the detailing check according to SP 16 was fixed. The software now automatically selects the correct diameter</td></tr>\n <tr><td>00023083</td><td>Fix of the report in educational and trial license when using the Russian language</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00022575</td><td>A small gap between the walls. The check of the geometry tolerance is till 1e-5m. The calculation issue has been fixed</td></tr>\n <tr><td><strong>Licensing</strong></td><td> </td></tr>\n <tr><td>00022553</td><td>An issue with running the Checkbot application for users with the concrete license was fixed. Checkbot is now available in IDEA StatiCa Concrete Expert and Enhanced</td></tr>\n <tr><td>00022817</td><td>An issue with running the Checkbot application for users with the concrete license was fixed. Checkbot is now available in IDEA StatiCa Concrete Expert and Enhanced</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-21-1-4"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-21-1-4\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_21_1_4",
"collection": "default",
"id": "8d350087-ebbd-4fc4-8b22-f2bb37e8bfde",
"language": "fr-FR",
"lastModified": "2025-03-31T11:09:04.5823483Z",
"name": "RN: Solved incidents 21.1.4",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.3"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-3"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n8d30927e_5eaf_0153_43e6_d7453034ebf6",
"collection": "default",
"id": "8d30927e-5eaf-0153-43e6-d7453034ebf6",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "8d30927e-5eaf-0153-43e6-d7453034ebf6",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 21.1.3"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2022-01-13T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Jan 14, 2022</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00022187</td><td>The discrepancy between the friction coefficient stated in the report chapter 3 and 4 was fixed</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020445</td><td>When using the BIM link between Midas Civil and IDEA StatiCa, results due to non-linear temperature are not imported to IDEA StatiCa. A nonconformity was added</td></tr>\n <tr><td>00020536</td><td>An issue with the export of the trapezoidal beam from the IOM to Beam application was fixed</td></tr>\n <tr><td>00021459</td><td>Robot Structural Analysis: Fix of wrong identification and rotation of the plate cross-section</td></tr>\n <tr><td>00021597</td><td>The wrong description of exported material from RFEM was fixed</td></tr>\n <tr><td>00021612</td><td>The Checkbot interface when deleting connections has been fixed</td></tr>\n <tr><td>00021625</td><td>An issue with only critical combinations importing to the IDEA StatiCa Connection application was fixed. The software imports all of the combinations now</td></tr>\n <tr><td>00021626</td><td>An issue with the length of some generated filenames was identified and resolved</td></tr>\n <tr><td>00021713</td><td>If IDEA was already running SCIA would not export the connection - this is now fixed</td></tr>\n <tr><td>00021757</td><td>An issue with certain geometrical arrangements of bolts in Tekla has been identified and fixed</td></tr>\n <tr><td>00021829</td><td>An issue with incorrect direction of imported member in AxisVM fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020974</td><td>Fixed correct choosing of plates in Bearing resistance check under Eurocode for thin-walled complex connections<br>\n</td></tr>\n <tr><td>00021262</td><td>Fixed bug of displaying long result value of Concrete edge failure resistance check under Eurocode<br>\n</td></tr>\n <tr><td>00021334</td><td>The code-check of the stand-off anchors is not valid for concrete break-out. The asymmetrical bolt operation for heavy anchoring has been fixed</td></tr>\n <tr><td>00021360</td><td>An issue with analysis when using the butt weld in the baseplate connection was fixed</td></tr>\n <tr><td>00021462</td><td>Fixed wrong material properties for Tesion resistance check under Chinese code for modified bolts with higher strength<br>\n</td></tr>\n <tr><td>00021504</td><td>Fixed incorrect rotational stiffness</td></tr>\n <tr><td>00021550</td><td>When creating a copy of an EPS project item and afterward switching to ST analysis type, the calculation might have been interrupted due to an overloaded member. Fixed by correcting the process of switching the load effects between EPS and ST analysis<br>\n</td></tr>\n <tr><td>00021565</td><td>A problem was identified with the resistance and stiffness of minor axis bending calculations which is now resolved</td></tr>\n <tr><td>00021583</td><td>Corrected calculation of Mj<sub>,Rd</sub> for ST analysis changed incorrectly to lower values in patch 21.1.1</td></tr>\n <tr><td>00021594</td><td>Automatic alignment of the stub with the connected member fixed</td></tr>\n <tr><td>00021676</td><td>A discrepancy in stiffness analysis has been resolved for initial stiffness values</td></tr>\n <tr><td>00021677</td><td>Incorrect description of distances between bolts was fixed</td></tr>\n <tr><td>00021799</td><td>An issue with creating a report in Spanish when Formulas checked was fixed</td></tr>\n <tr><td>00021999</td><td>An issue with creating report when Code settings checked was fixed</td></tr>\n <tr><td>00022011</td><td>Fixed problem with applying Connection browser template to a similar node in Member. Topology and geometry matching improved, templates now also include the plate editor operations<br>\n</td></tr>\n <tr><td>00022014</td><td>Fixed incorrect result for Mz stiffness in ST analysis for symmetrical anchorings with symmetrical loads applied<br>\n</td></tr>\n <tr><td>00022513</td><td>An issue with incorrect results in bolts when wideners were used was fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020753</td><td>The initial state of the cross-section was taken from the ULS diagram instead of the SLS diagram for fatigue code-check. It's been fixed and the initial state of the cross-section for fatigues is coming out of the SLS diagram</td></tr>\n <tr><td>00021675</td><td>The results of stiffnesses corresponding to quasi-permanent and characteristic combinations are now stated in the result tables in the IDEA StatiCa RSC app. Each combination contains various internal forces N, My, Mz, and critical moment</td></tr>\n <tr><td>00021769</td><td>The blank report was fixed</td></tr>\n <tr><td>00021880</td><td>The discrepancy between results for negative and positive settings of the reinforcement zones has been fixed</td></tr>\n <tr><td>00022016</td><td>An issue with saving the edited cross-section in the RCS application was fixed</td></tr>\n <tr><td>00022240</td><td>The discrepancy when creating a composite steel-concrete section in IDEA StatiCa RCS was fixed. Now it is not possible to add a steel profile when creating a general cross-section and importing it to IDEA StatiCa RCS</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-21-1-3"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_21_1_3",
"collection": "default",
"id": "13ccb239-9bfd-4ce9-83f9-7335fd233b82",
"language": "fr-FR",
"lastModified": "2025-03-31T11:09:20.1397059Z",
"name": "RN: Solved incidents 21.1.3",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.2"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-2"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n12f07c7c_2720_01dd_3b3c_14a27129c4b8",
"collection": "default",
"id": "12f07c7c-2720-01dd-3b3c-14a27129c4b8",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "12f07c7c-2720-01dd-3b3c-14a27129c4b8",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 21.1.2"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-12-19T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Released 20-12-2021</p>\n<table><tbody>\n <tr><td><strong>Beam</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020200</td><td>The application displayed an incorrect value of maximal compressive stress. Fixed.</td></tr>\n <tr><td>00020345</td><td>The precision of iteration was increased for RCS application and also for bridge load rating analysis. </td></tr>\n <tr><td>00020639</td><td>The report of bridge load rating was fixed for selected design groups in IDEA StatiCa BIM.</td></tr>\n <tr><td>00020724</td><td>The trouble with the Support button in the Italian language. Fixed.</td></tr>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020755</td><td>Error message after import of a node from RFEM corrected</td></tr>\n <tr><td>00020884</td><td>Incorrect import of members and loads from RFEM fixed</td></tr>\n <tr><td>00020924</td><td>Incorrect behavior of the button Loads in Checkbot fixed</td></tr>\n <tr><td>00020978</td><td>Synchronization of members merged in Checkbot with original different cross-sections produced an error. Members must have the same cross-section in the 3rd party model unless they can not be synchronized after merging in Checkbot.</td></tr>\n <tr><td>00021065</td><td>Disappearing of members in Checkbot's 3D scene when importing from Robot fixed</td></tr>\n <tr><td>00021104</td><td>Loading the correct number of load cases from Checkbot into Connection fixed</td></tr>\n <tr><td>00021389</td><td>Fix of problem with a crash when exporting a node from SCIA Engineer 21.1 to the Checkbot.</td></tr>\n <tr><td>00021422</td><td>Import from Advance Design stops at 80 % fixed</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020547</td><td>Incorrect settings of tensile material diagram for Russian prestressed bolts fixed</td></tr>\n <tr><td>00020633</td><td>Selection of user-defined materials properties under Indian Standard (IS) fixed. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></td></tr>\n <tr><td>00020705</td><td>Incorrect equilibrium computation from loads applied on import from Tekla Structures fixed</td></tr>\n <tr><td>00020821</td><td>Fix of a cut by negative volume operation which caused issues with condensed elements</td></tr>\n <tr><td>00020831</td><td>Fix of a cut by negative volume operation which caused issues with condensed elements</td></tr>\n <tr><td>00020853</td><td>Code-check of shear for a shear lug under LRFD 2010 fixed.</td></tr>\n <tr><td>00020860</td><td>Incorrect view of stiffening plate in the Viewer fixed</td></tr>\n <tr><td>00020906</td><td>Bolts grade was added to the \"Grade\" column of the check table</td></tr>\n <tr><td>00020976</td><td>Prolongation of the member after the last operation in the widener fixed</td></tr>\n <tr><td>00021023</td><td>Selection of user-defined materials properties under Eurocode (EN) fixed. <a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></td></tr>\n <tr><td>00021288</td><td>Singularities due to unconnected connection parts are now displayed in the scene.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020593</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00020816</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00020882</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00020971</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00021004</td><td> Error message with a mesh size of 2mm fixed</td></tr>\n <tr><td>00021010</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td>00021145</td><td>The problem with the solver was fixed.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020671</td><td>Some member models from older versions can not be calculated in version 21.1. The design of the connection needs to be re-applied or updated (e.g. change the edge number of the welded plate to match the correct position).</td></tr>\n <tr><td>00020923</td><td>Very short line loads (point forces) applied on related members fixed to be taken into account.</td></tr>\n <tr><td>00021189</td><td>Disappearing of displacement input for GMNA analysis fixed</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019865</td><td>Incorrect display of detailing results in the result summary fixed. </td></tr>\n <tr><td>00020667</td><td>Incorrect title in RCS \"Stirrups material\" replaced for \"Material\".</td></tr>\n <tr><td>00021460</td><td>Troubles with \"Cross-section user setting\" in \"Reinforcement editor\" in the Polish language were fixed</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020516</td><td>Incorrect export of cross-section to DWG fixed</td></tr>\n <tr><td>00020682</td><td>Incorrect view of cuts and welds in the Viewer fixed</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-21-1-2"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-21-1-2\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_21_1_2",
"collection": "default",
"id": "45ab6e50-aed0-4a5e-a389-886b806a2bb3",
"language": "fr-FR",
"lastModified": "2025-03-31T11:09:42.7558028Z",
"name": "RN: Solved incidents 21.1.2",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.1"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-1"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n23bb2066_c1b3_0106_7d47_8115467f9998",
"collection": "default",
"id": "23bb2066-c1b3-0106-7d47-8115467f9998",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "23bb2066-c1b3-0106-7d47-8115467f9998",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 21.1.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-11-10T23:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Nov 11, 2021</p>\n<table><tbody>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019813</td><td>Robot Structural Analysis: Potential issue of some nodes not being exported fixed.</td></tr>\n <tr><td>00019835</td><td>When AISC was selected for BIM link imports, ASD 2016 code was set automatically by default. LRFD or ASD code can be now chosen and set.</td></tr>\n <tr><td>00020266</td><td>Incorrect import of double angle cross-section caused an error. This has been fixed.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019421</td><td>Fixed Protocol not displayed.</td></tr>\n <tr><td>00019430</td><td>Errors found during the creation of a report have been fixed.</td></tr>\n <tr><td>00019700</td><td>Multiple base plate anchoring models are now recognized correctly for compression contacts.</td></tr>\n <tr><td>00019790</td><td>Parameter Ry for AISC steel had the wrong value - this is now fixed.</td></tr>\n <tr><td>00019959</td><td>Content menu in a 3D scene connected to foundation block (stand-off) caused an error.</td></tr>\n <tr><td>00020019</td><td>Results disappear immediately after the analysis has been fixed.</td></tr>\n <tr><td>00020095</td><td>The axial stiffness reaches a negative value. The consideration of LCS was neglected. Now fixed.</td></tr>\n <tr><td>00020101</td><td>An issue when inserting a hole into a stiffening plate flattens the plate and distorts the results has been fixed.</td></tr>\n <tr><td>00020140</td><td>Previously deleted pictures of results are no longer displayed in the report.</td></tr>\n <tr><td>00020283</td><td>An added weld no longer disproportionately lengthens the member.</td></tr>\n <tr><td>00020347</td><td>Older drivers of an integrated graphic card Intel® Iris® Xe Graphics causes the report to not scroll has been identified.</td></tr>\n <tr><td>00020364</td><td>Wrong coefficient listed in the text of ACI anchor check formula. Now fixed.</td></tr>\n <tr><td>00020427</td><td>Minor corrections within the reporting module.</td></tr>\n <tr><td><strong>Detail</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00020178</td><td>The refreshing and rewriting of the load cases with the same name addressing. It leads to incorrect load effects. Fixed.</td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019405</td><td>Changes done on already designed connections were not saved in the Member project. These are now saved.</td></tr>\n <tr><td>00019985</td><td>Legend for strain level in the 3D window was missing. Now visible.</td></tr>\n <tr><td>00020316</td><td>Problems with operations on thin-walled 'C' cross-section. Fixed.</td></tr>\n <tr><td>00020795</td><td>The buckling shape was frozen during switching between load cases (the buckling shape was working for the first load case only). Now works for all load cases.</td></tr>\n <tr><td><strong>RCS</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00019770</td><td>Cold-formed sections can not be welded to make a user-defined cross-section. A new warning was added to use rolled sections instead.</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00021013</td><td>The wrong cut of the member was identified and fixed.</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-21-1-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-21-1-1\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_21_1_1",
"collection": "default",
"id": "46542ddf-3ee7-46f0-a285-6a27545f30e0",
"language": "fr-FR",
"lastModified": "2025-03-31T11:09:56.7754552Z",
"name": "RN: Solved incidents 21.1.1",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Version 21.1.0"
},
"id": {
"name": "ID",
"type": "text",
"value": "version-21-1-0"
},
"printable_anchor": {
"name": "Printable anchor used in PDF content table",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n0e9c6f34_b6ca_0187_e98a_e2d086bec5a2",
"collection": "default",
"id": "0e9c6f34-b6ca-0187-e98a-e2d086bec5a2",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "0e9c6f34-b6ca-0187-e98a-e2d086bec5a2",
"sitemapLocations": [],
"type": "widget_anchor_target",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Version 21.1.0"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2021-09-19T22:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "theoretical_background___general___stiffness_analy",
"linkId": "1d4fea7b-0c1c-49fe-8142-6bbf5666bdc4",
"urlSlug": "stiffness-analysis-and-deformation-capacity",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>Released Sep 20, 2021</p>\n<table><tbody>\n <tr><td><strong>BIM links</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00017883</td><td>A detailed report in IDEA StatiCa BIM was not exported to a DOC file. Corrected.</td></tr>\n <tr><td>00018455</td><td>Internal forces imported from RSTAB had the opposite direction. Now fixed.</td></tr>\n <tr><td>00018457</td><td>Improvements of Dlubal RFEM link resulting in greater stability. </td></tr>\n <tr><td>00018766</td><td>An issue where some members were incorrectly defined as continuous after import from Tekla has been identified and corrected. </td></tr>\n <tr><td>00019652</td><td>Axis VM: Double angle cross-section was not recognized and all imports finished with an error. Corrected.</td></tr>\n <tr><td>00019703</td><td>Dlubal RFEM import error \"The server was unable to process your request due to an internal error\" was fixed.</td></tr>\n <tr><td><strong>Connection</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00017521</td><td>The alignment of the stiffening member is now being applied correctly.</td></tr>\n <tr><td>00018618</td><td>The Operation - Negative volume might cause disintegration of the member. Issue fixed.</td></tr>\n <tr><td>00019060</td><td>Correction of the problem where a rod welded into a connecting plate caused a singularity of the model.</td></tr>\n <tr><td>00019099</td><td>Hatched area of contact stress under a base plate now exports to DXF correctly.</td></tr>\n <tr><td>00019283</td><td>Cut of tubular members might cause the error: \"Err - nasread: Error while parsing\". Mesh generator has been fixed.</td></tr>\n <tr><td>00019557</td><td>An issue with the input of pictures from the gallery into the report might cause a crash of the application has been fixed.</td></tr>\n <tr><td>00019581</td><td>Manufacturing operation Fin plate might cause singularity of the model. This problem occurred when notch > 0 and the angle of the beam is -180° has been identified and fixed.</td></tr>\n <tr><td>--</td><td>Calculation of shear capacity of preloaded bolts with slotted holes was modified. Values of reduction factor ks according to EN 1993-1-8 Table 3.6, section 3.9.1 were applied.</td></tr>\n <tr><td>--</td><td>Improvement of the stiffness analysis - the ratio of applied loads (N, Vy, Vz, Mx, My, Mz) is perfectly proportional now. To learn more check the paragraph \"How are the loads applied?\" in the related theoretical background document \"<a data-item-id=\"1d4fea7b-0c1c-49fe-8142-6bbf5666bdc4\" href=\"\">Stiffness analysis and deformation capacity</a>\" </td></tr>\n <tr><td><strong>Member</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00018254</td><td>Change of member profile was not applied to related connections automatically in some cases.</td></tr>\n <tr><td>00019240</td><td>Linear buckling analysis was not finished when the model contained an anchor with a gap.</td></tr>\n <tr><td>00019317</td><td>Correction of the problem where the direction of some imported members was not set correctly.</td></tr>\n <tr><td><strong>Viewer</strong></td><td> </td></tr>\n <tr><td><strong>Case #</strong></td><td><strong>Description</strong></td></tr>\n <tr><td>00009859</td><td>Correction of the problem where some parts of the connections were not exported into DWG file.</td></tr>\n <tr><td>00018367</td><td>Operation STUB was not displayed correctly.</td></tr>\n <tr><td>00019910</td><td>Members were not being displayed correctly in the case of extension by cut operation.</td></tr>\n</tbody></table>"
},
"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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
}
],
"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": "version-21-1-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"version-21-1-0\",\"[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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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__solved_incidents_21_1_0",
"collection": "default",
"id": "22d91b29-64d5-4165-be99-75bc412fe0c8",
"language": "fr-FR",
"lastModified": "2025-03-31T11:10:14.9275517Z",
"name": "RN: Solved incidents 21.1.0",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [
{
"codename": "how_to_set_which_products_i_take_from_the_license_",
"linkId": "92fb3b9d-2841-414f-9631-7f2e4f9ea57a",
"urlSlug": "how-to-set-which-products-i-take-from-the-license-pool",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3bc29917_7a35_01a0_0fcc_7db87cd047e0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_template__copy__0f83b5e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n25f14383_f6ac_0155_687f_272fa55a29dd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_template__copy__3a4b4f7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4ef32b5d_d1ef_0157_e796_42c640dd9712\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_0_1_61f6fcd\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n82a05dcd_e4a6_01a8_b018_55e739cf2f4d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7879779b_0bc4_01d8_7575_735652d4be1b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9eb645fd_a704_0100_a218_17b03051a30e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6c66bada_995d_0104_bfc3_171f064b48b4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_1_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n35209968_8766_0119_c6d3_81f53a309151\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_template__copy_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ce63cbfd_e83a_0135_9b6c_b65c1152b31e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_1_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e8d18efb_a921_0122_a1f1_c258c84175e2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_1_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7a728c61_9a6f_0167_5eb6_f95ee86e5f8a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"eef6aa1a_a152_01c4_0c82_7b5158c6fb43\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n778434b7_6d59_01de_b768_1c2001b36868\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d6f45c5d_fb31_013e_239b_86908c3a0a4c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f3a82a54_ea08_0112_d55f_6124f730000a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n421d17a5_16cf_01d3_1022_fbbf7bb4c6a1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"adab0bfa_03e0_01db_c627_411c1806d0e5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_24_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a9bec174_f393_019a_a7fb_9eb968ba4174\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_25_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n178eabf0_95c0_013f_ecf4_9396be419df3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n225fcaf8_629d_01f3_a502_ef9802618fd3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a897d690_d35b_013f_9d1e_a96b6a251d9c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ef0405c9_6716_01df_cc9d_ef7598258bd1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4f38db21_407e_0145_b35a_4ae140d98b1a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_1_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n65140c89_5398_0129_318c_901bffd95319\"></object>\n<h2>Version 22.1.6 correctif cumulatif</h2>\n<p>Publié 17 octobre, 2023</p>\n<p>Correctif 22.1.6.0493. Correction des problèmes avec le lien BIM avec Tekla.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0451b73e_79da_0199_f885_577290bece4f\"></object>\n<h2>Version 21.1.9</h2>\n<p>Publiée 17 octobre, 2023</p>\n<p>Actualisation des licences.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n85a2ede4_08fc_016d_8fe5_8c458e110e7f\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8a92659d_4cbc_0198_ac76_66b43239073d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2b0182c5_9856_01bf_04f6_3d930d53b58e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n691de9f1_106b_0169_3c8d_58340d69b810\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4523f7bb_9495_017c_5aca_f4b413531891\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7b792bb4_f4af_013c_65e0_e2607eb15c91\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_23_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4721e836_54a9_0104_a6e1_dd36fccb568b\"></object>\n<h2>Version 22.1.6</h2>\n<p>Publiée 27 avril, 2023</p>\n<p>Actualisation des licences.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n668bf0d2_2775_0108_8948_697a8468edd1\"></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=\"n393aa525_19a2_0108_4d7b_645992987d52\"></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=\"n5a6136f7_3fde_014b_53e1_237a82eab887\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2e689afe_df46_0167_36c9_807ee45698d7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2ea3a977_01f5_013a_9515_8167fe7979a6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e2b95c05_b2b7_01f5_265d_6d139e44aafa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_1_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d0704db9_14ba_01ba_689b_38a0388645aa\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n166f4ac8_8eac_01e6_bf8b_2f1e2b067627\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8600e943_db4a_018b_2be9_d800d34189a0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bf725b77_bb94_0156_e917_18c1c00da809\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d7018308_7d81_0199_f616_0223ad3d9d12\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1b12be00_deda_01c6_a9de_743c9a44f0e7\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_22_0_0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n76a84e3c_4f6c_019c_0cd0_a343c0fdd96f\"></object>\n<h2>Version 21.1.8</h2>\n<p>Publiée 27 avril, 2023</p>\n<p>Actualisation des licences.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n17d20cb1_a2ef_0121_e13d_cdd383715bd1\"></object>\n<h2>Version 21.1.7</h2>\n<p>Publiée 5 janvier, 2023</p>\n<p>Actualisation des licences.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8427ee28_6709_014a_59dc_20f917e59770\"></object>\n<h2>Version 21.1.6</h2>\n<p>Publiée le 6 mai, 2022</p>\n<p>Nous avons amélioré la manière de réserver et libérer les sièges de licence dans le pool de licences de votre entreprise. Les nouveaux dialogues rendent l'identification des sièges occupés/disponibles plus facile. Vous pouvez aussi facilement définir quand votre siège devrait retourner au pool. En lire plus de comment <a data-item-id=\"92fb3b9d-2841-414f-9631-7f2e4f9ea57a\" href=\"\">Réserver/libérer les sièges du pool de licences</a>.</p>\n<p>Conséquences des changements du système des licences</p>\n<ul>\n <li>Seule la version 21.1.6 peut être démarrée au même temps que la version 22 sur le même ordinateur.</li>\n <li>Si vous voulez démarrer une version antérieure (20, 20.1, 21.0, 21.1), il faut tout d'abord fermer la session dans IDEA StatiCa 21.1.6 ou ultérieure.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f3ae67b2_6af3_01b6_75bd_3e3084a5b94a\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_21_1_5\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b61c0246_2a6f_0106_b3e6_09fcea5ece81\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_21_1_4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8d30927e_5eaf_0153_43e6_d7453034ebf6\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_21_1_3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n12f07c7c_2720_01dd_3b3c_14a27129c4b8\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_21_1_2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n23bb2066_c1b3_0106_7d47_8115467f9998\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_21_1_1\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0e9c6f34_b6ca_0187_e98a_e2d086bec5a2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn__solved_incidents_21_1_0\"></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"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Member design",
"codename": "member_design"
},
{
"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": "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": "Detail 2D",
"codename": "detail"
},
{
"name": "Member",
"codename": "member"
},
{
"name": "Checkbot",
"codename": "checkbot"
},
{
"name": "Viewer",
"codename": "viewer"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "IDEA Open Model (API)",
"codename": "idea_open_model__api_"
},
{
"name": "AISC (USA)",
"codename": "aisc"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "BIM link",
"codename": "bim_links"
},
{
"name": "Beam",
"codename": "beam"
},
{
"name": "v23.0",
"codename": "n23_0"
},
{
"name": "v23.1",
"codename": "n23_1"
},
{
"name": "v24.0",
"codename": "n24_0"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "AS (Australia)",
"codename": "au"
},
{
"name": "CSA (Canada)",
"codename": "cisc"
},
{
"name": "IS (India)",
"codename": "is__india_"
},
{
"name": "GB (China)",
"codename": "gb__china_"
},
{
"name": "HKG (Hong Kong)",
"codename": "hkg__hong_kong_"
},
{
"name": "SIA (Switzerland)",
"codename": "sia__switzerland_"
},
{
"name": "SP 16 (Russia)",
"codename": "sp_16__russia_"
},
{
"name": "v24.1",
"codename": "v24_1"
},
{
"name": "v25.0",
"codename": "v25_0"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"landing_page___downloads",
"plugins"
],
"linkedItems": [
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Plug-ins DAO"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": "Coopération efficace de dessinateurs et ingénieurs"
},
"breadcrumbs_page_title": {
"name": "Breadcrumbs page title",
"type": "text",
"value": ""
},
"breadcrumbs_parent": {
"name": "Breadcrumbs parent",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"content": {
"images": [],
"linkedItemCodenames": [
"ee34548a_d367_01b8_2b03_ecde36ece116",
"n30c9371b_6abd_0192_51fd_ec8a17266913",
"bf755ba0_e146_017b_55ac_e88c40712059",
"a50d454e_27b3_01e1_6ab8_22bcd30ff8c4",
"n85cf8321_dd68_016c_0b44_0e0c43e24b56",
"n1358ea6a_ca90_01fd_02ca_f41e105ebb82"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Échangez les données d'assemblage"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"content_1": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content column 1",
"type": "rich_text",
"value": "<p><br></p>"
},
"content_2": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Content column 2",
"type": "rich_text",
"value": "<p><br></p>"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ee34548a_d367_01b8_2b03_ecde36ece116",
"collection": "default",
"id": "ee34548a-d367-01b8-2b03-ecde36ece116",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "ee34548a-d367-01b8-2b03-ecde36ece116",
"sitemapLocations": [],
"type": "widget_text_block",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"workflow_steps": {
"name": "Workflow steps",
"type": "modular_content",
"value": [
"install_free_cad_plugin",
"export_to_idea_statica_viewer",
"send_connections_to_structural_engineer",
"detail_according_to_engineer_s_instructions"
],
"linkedItems": []
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n30c9371b_6abd_0192_51fd_ec8a17266913",
"collection": "default",
"id": "30c9371b-6abd-0192-51fd-ec8a17266913",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "30c9371b-6abd-0192-51fd-ec8a17266913",
"sitemapLocations": [],
"type": "widget___workflow_list",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "*PLUG-INS DAO GRATUITS* POUR TOUS"
},
"description": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description",
"type": "rich_text",
"value": "<p>Tout le monde peut exporter des assemblages de leur logiciel DAO. Il n'est pas nécessaire d'installer IDEA StatiCa, juste créer un compte IDEA StatiCa <strong>gratuit</strong> pour se connecter. Les données de l'assemblage sont partagées par notre application cloud, Viewer, qui est aussi <strong>gratuite.</strong></p>"
},
"images": {
"name": "Image",
"type": "asset",
"value": [
{
"name": "Viewer 8.png",
"description": null,
"type": "image/png",
"size": 299466,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a2a4d136-9fa7-4bef-b25c-0c679d14d4b5/Viewer%208.png",
"width": 1608,
"height": 868,
"renditions": {}
}
]
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Créer un compte IDEA StatiCa GRATUIT"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"user_registration_form_page"
],
"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": [
{
"name": "Show border around video",
"codename": "show_border_around_video"
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "bf755ba0_e146_017b_55ac_e88c40712059",
"collection": "default",
"id": "bf755ba0-e146-017b-55ac-e88c40712059",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "bf755ba0-e146-017b-55ac-e88c40712059",
"sitemapLocations": [],
"type": "widget_image_block",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Téléchargez les plug-ins DAO"
},
"styles": {
"name": "Block style",
"type": "multiple_choice",
"value": [
{
"name": "multiple download blocks",
"codename": "multiple"
}
]
},
"content_top": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description before",
"type": "rich_text",
"value": "<p>Exportez des assemblages de Tekla Structures, Advance Steel et Revit gratuitement.</p>"
},
"download_blocks": {
"name": "Download blocks",
"type": "modular_content",
"value": [
"viewer_plugin_for_tekla_structures_f2ea0b2",
"viewer_plugin_for_autodesk_revit",
"viewer_plugin_for_autodesk_advance_steel"
],
"linkedItems": []
},
"content_bottom": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description after",
"type": "rich_text",
"value": "<p><br></p>"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "a50d454e_27b3_01e1_6ab8_22bcd30ff8c4",
"collection": "default",
"id": "a50d454e-27b3-01e1-6ab8-22bcd30ff8c4",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "a50d454e-27b3-01e1-6ab8-22bcd30ff8c4",
"sitemapLocations": [],
"type": "widget_downloads_list",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {},
"system": {
"codename": "n85cf8321_dd68_016c_0b44_0e0c43e24b56",
"collection": "default",
"id": "85cf8321-dd68-016c-0b44-0e0c43e24b56",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "85cf8321-dd68-016c-0b44-0e0c43e24b56",
"sitemapLocations": [],
"type": "widget_separator_line",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "NOS CLIENTS"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"companies": {
"name": "Displayed companies",
"type": "modular_content",
"value": [
"peikko",
"untitled_content_item_12e31fb",
"monath",
"hera_engineering",
"moe_a_s__denmark_",
"sweco"
],
"linkedItems": []
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "VOIR PLUS DE CLIENTS DE IDEA STATICA"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_customers"
],
"linkedItems": []
},
"visibleinregion": {
"name": "VisibleInRegion",
"type": "multiple_choice",
"value": []
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "region"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": [
{
"name": "Redesign",
"codename": "redesign"
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n1358ea6a_ca90_01fd_02ca_f41e105ebb82",
"collection": "default",
"id": "1358ea6a-ca90-01fd-02ca-f41e105ebb82",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "1358ea6a-ca90-01fd-02ca-f41e105ebb82",
"sitemapLocations": [],
"type": "widget_company_logos_list",
"workflowStep": null,
"workflow": null
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ee34548a_d367_01b8_2b03_ecde36ece116\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n30c9371b_6abd_0192_51fd_ec8a17266913\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"bf755ba0_e146_017b_55ac_e88c40712059\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a50d454e_27b3_01e1_6ab8_22bcd30ff8c4\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n85cf8321_dd68_016c_0b44_0e0c43e24b56\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1358ea6a_ca90_01fd_02ca_f41e105ebb82\"></object>"
},
"shared_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Shared content",
"type": "rich_text",
"value": "<p><br></p>"
},
"design": {
"name": "Design",
"type": "multiple_choice",
"value": []
},
"header_link": {
"name": "Header link",
"type": "text",
"value": ""
},
"header_content_item_link": {
"name": "Header Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_cross_links": {
"name": "Header cross links",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"header_content": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Header content",
"type": "rich_text",
"value": "<p><br></p>"
},
"header_title": {
"name": "Header title",
"type": "text",
"value": ""
},
"header_alignment": {
"name": "Header alignment",
"type": "multiple_choice",
"value": []
},
"header_button_text": {
"name": "Header button text",
"type": "text",
"value": ""
},
"is_breadcrumbs_hidden": {
"name": "Hide breadcrumbs",
"type": "multiple_choice",
"value": []
},
"header_background_image": {
"name": "Background image",
"type": "asset",
"value": []
},
"header_background_image_effects": {
"name": "Background image effect",
"type": "multiple_choice",
"value": []
},
"is_header_full_height": {
"name": "Small height header",
"type": "multiple_choice",
"value": []
},
"header_background_video": {
"name": "Background video",
"type": "asset",
"value": []
},
"url_slug": {
"name": "URL slug",
"type": "url_slug",
"value": "idea-statica-cad-plugins"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"idea-statica-cad-plugins\",\"[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": "Plug-ins DAO pour IDEA StatiCa gratuits pour tous"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Tout le monde peut exporter des assemblages du logiciel DAO. Il n'est pas nécessaire d'installer IDEA StatiCa, juste créer un compte gratuit pour se connecter. Les données sont partagées par notre application cloud Viewer, aussi gratuite."
},
"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": "<p><br></p>"
},
"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": "plugins",
"collection": "default",
"id": "6229d68a-3c63-49d9-a63f-203b79cec6bb",
"language": "fr-FR",
"lastModified": "2024-06-10T15:34:10.1135027Z",
"name": "Plugins - Landing page",
"sitemapLocations": [],
"type": "landing_page",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"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": [
{
"name": "Show Navigation",
"codename": "show_navigation"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "incidents-resolus-par-les-correctifs-idea-statica"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"incidents-resolus-par-les-correctifs-idea-statica\",\"[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": "Incidents résolus dans IDEA StatiCa"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Liste des cas résolus soumis par nos clients. Ce n'est pas une liste complète, juste un résumé des problèmes majeurs qui ont été résolus."
},
"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": "<p><br></p>"
},
"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": "untitled_content_item_26e29f8",
"collection": "default",
"id": "26e29f8c-f439-430a-8ffd-f16af55d4c31",
"language": "fr-FR",
"lastModified": "2026-01-30T10:09:50.2223518Z",
"name": "RN: Solved incidents IDEA StatiCa patches",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notes de publication IDEA StatiCa 24.1"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Release notes v24.1.png",
"description": null,
"type": "image/png",
"size": 314093,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a4b6117-5783-4ad1-95b4-7959170dc720/Release%20notes%20v24.1.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-10-23T06:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": "La version 24.1 se concentre sur les tâches quotidiennes des ingénieurs, peu importe si vous êtes un concepteur des assemblages en acier, un ingénieur en béton ou un spécialiste en structures préfabriquées."
},
"content": {
"images": [],
"linkedItemCodenames": [
"n8ab1ba7b_43b7_0196_2c06_f17ee13c51f7",
"e43d5746_5275_01bb_848f_37021cb2508a"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/eRsbyhE56hw"
}
},
"system": {
"codename": "n8ab1ba7b_43b7_0196_2c06_f17ee13c51f7",
"collection": "default",
"id": "8ab1ba7b-43b7-0196-2c06-f17ee13c51f7",
"language": "fr-FR",
"lastModified": "2024-10-29T13:50:44.4679666Z",
"name": "8ab1ba7b-43b7-0196-2c06-f17ee13c51f7",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Lire les notes de publication complètes"
},
"subtitle": {
"name": "Subtitle",
"type": "text",
"value": ""
},
"description": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Description",
"type": "rich_text",
"value": "<p><br></p>"
},
"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": "Version complète"
},
"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": [
"rn_24_0__release_notes_idea_statica_24_0___full_ve_17d58b3"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Notes de publication IDEA StatiCa 24.1 LISTE COMPLÈTE"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Release notes v24.1.png",
"description": null,
"type": "image/png",
"size": 314093,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2a4b6117-5783-4ad1-95b4-7959170dc720/Release%20notes%20v24.1.png",
"width": 1200,
"height": 630,
"renditions": {}
}
]
},
"post_date": {
"name": "Post date",
"type": "date_time",
"value": "2024-10-23T06:00:00Z",
"displayTimeZone": "Europe/Prague"
},
"perex_content": {
"name": "Lead paragraph",
"type": "text",
"value": ""
},
"content": {
"images": [],
"linkedItemCodenames": [
"f77b166e_fd7a_0112_b176_a3fb4885c324"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": "v24-1-release-notes-pdf"
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Télécharger le PDF"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": "https://assets-us-01.kc-usercontent.com/1ca05609-4ad1-009e-bc40-2e1230b16a75/fc9c7f4f-2a3d-4b86-bff2-825712fb02e5/Release%20notes%20IDEA%20StatiCa%2024.1.pdf"
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "f77b166e_fd7a_0112_b176_a3fb4885c324",
"collection": "default",
"id": "f77b166e-fd7a-0112-b176-a3fb4885c324",
"language": "fr-FR",
"lastModified": "2025-11-12T13:43:07.9398666Z",
"name": "f77b166e-fd7a-0112-b176-a3fb4885c324",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"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_1__3d_detail_out_of_beta",
"linkId": "b871eedc-885b-4f1b-993d-578acfe45641",
"urlSlug": "3d-detail-hors-de-beta",
"type": "support_center_article"
},
{
"codename": "rn_24_1__shear_transferring_devices__anchors__shea",
"linkId": "9cbe085e-7b89-4860-a28d-33fe19f1c4ae",
"urlSlug": "shear-transfer-through-anchors-shear-lugs-and-friction",
"type": "support_center_article"
},
{
"codename": "rn_24_1__import_of_anchoring_from_connection_to_de",
"linkId": "270b17d4-280e-4c4b-b83e-ae25015afb38",
"urlSlug": "importation-d-ancrage-de-connection-vers-detail",
"type": "support_center_article"
},
{
"codename": "rn_24_1__results_interpretation_improvement___sect",
"linkId": "853de83d-1111-46f4-a95d-4a21630613a9",
"urlSlug": "results-interpretation-improvement",
"type": "support_center_article"
},
{
"codename": "rn_24_1__grids_for_designing_new_entities",
"linkId": "a2cf325c-75de-43ad-a564-623204b11903",
"urlSlug": "modeling-grids-and-self-weight",
"type": "support_center_article"
},
{
"codename": "rn_24_1__advanced_modeling_and_ux_in_detail",
"linkId": "1c30d555-f7b5-472c-b450-e377385c0b46",
"urlSlug": "fast-and-intuitive-modeling-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_24_1__improved_work_with_sls_combinations_in_de",
"linkId": "a1c57505-9977-49a8-a3fd-c6311e8e3910",
"urlSlug": "complete-sls-combinations-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_24_1__lateral_torsional_buckling_in_beam",
"linkId": "d575da28-1aec-48ce-859e-9a977926e976",
"urlSlug": "deversement-pour-les-poutres-prefabriquees",
"type": "support_center_article"
},
{
"codename": "rn_24_1__measure_tool_in_connection",
"linkId": "f45ea370-25e6-41b7-8b46-dcd1321357c7",
"urlSlug": "measuring-tool",
"type": "support_center_article"
},
{
"codename": "rn_24_1__ui_improvements_in_connection",
"linkId": "fb77fca1-385b-46a4-b900-6abfb43459f3",
"urlSlug": "project-item-and-material-management",
"type": "support_center_article"
},
{
"codename": "rn_24_1__new_property_grid_in_connection",
"linkId": "1a8ba6b6-dd01-41ef-88cd-8639573edc39",
"urlSlug": "multiselect-and-multiedit-in-the-connection-app",
"type": "support_center_article"
},
{
"codename": "rn_24_1__ram_memory_consumption_dramatically_decre",
"linkId": "1d9b89d5-be91-46c0-9463-87c60c0a42c3",
"urlSlug": "fast-connection-app-response",
"type": "support_center_article"
},
{
"codename": "rn_24_1__regional_improvements_in_connection",
"linkId": "c45b2f39-b0a5-483f-a187-0c9e3d67683e",
"urlSlug": "regional-improvements-in-24-1",
"type": "support_center_article"
},
{
"codename": "rn_24_1__user_portal___user_usage_reporting",
"linkId": "4788d48e-6df5-4028-b282-8699303315b0",
"urlSlug": "automatic-anchoring-code-selection-with-hooked-anchors",
"type": "support_center_article"
},
{
"codename": "rn_23_0__new_mesher",
"linkId": "939df342-cb53-4862-aef6-f71038dcbd91",
"urlSlug": "resultats-lisses-grace-au-maillage-precis",
"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_1__parameters_made_useful_for_everyone",
"linkId": "634feb76-63f1-49fd-b680-f4ff75195c99",
"urlSlug": "parameters-are-useful-for-everyone",
"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_0__checkbot_ready_for_big_projects",
"linkId": "eaf4fb86-4078-4f47-8de7-162a1e35d871",
"urlSlug": "checkbot-pret-pour-les-grands-projets",
"type": "support_center_article"
},
{
"codename": "rn_24_1__advanced_imports_of_connectors_from_cad_t",
"linkId": "480c794c-f3e6-4d3f-9c86-1cdb864de793",
"urlSlug": "advanced-imports-of-connectors-from-cad-tools",
"type": "support_center_article"
},
{
"codename": "rn_24_1__supported_bim_links_in_version_24_1",
"linkId": "91e1b7d3-99d7-4a8a-81ee-8a65faf95b18",
"urlSlug": "supported-bim-links-in-version-24-1",
"type": "support_center_article"
},
{
"codename": "rn_24_1__project_settings",
"linkId": "e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f",
"urlSlug": "project-settings",
"type": "support_center_article"
},
{
"codename": "rn_24_0__shared_settings_within_the_whole_tool_ran",
"linkId": "eef900db-352e-4c9b-9a4c-4906627857ad",
"urlSlug": "parametres-partages-dans-tous-les-outils",
"type": "support_center_article"
},
{
"codename": "rn_24_0__integrated_error_messages_with_links",
"linkId": "e9466502-2ceb-47a3-a609-499c9c072581",
"urlSlug": "authentification-unique-sso",
"type": "support_center_article"
},
{
"codename": "rn_24_0__parametric_templates_in_connection_librar_e89674e",
"linkId": "e89674ed-d5af-49c1-aa2b-31b486a16302",
"urlSlug": "interface-utilisateur-de-l-outil-idea-statica-viewer",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>À part les <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">points principaux de la version 24.1</a>, lisez la liste complète de la nouvelle fonctionnalité :</p>\n<h2>Conception en béton</h2>\n<p><strong>Detail 3D (exclusivement Eurocode)</strong></p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail est hors de BETA</a> et vérifié pour l'ancrage</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Transfert de cisaillement</a> par des tiges, bêches et frottement</li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Exportation complète de Connection avec des nouvelles entités</a></li>\n <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Amélioration de l'interprétation des résultats</a> – vérifications des sections, contrainte</li>\n <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Grilles du plan de travail</a> pour la conception des nouvelles entités</li>\n <li>Maillage fin autour des tiges et stabilité de l'application</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Nouveaux modèles</a> (exclusivement Eurocode)</li>\n <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Combinaisons ELS améliorées</a> (exclusivement Eurocode)</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Rigidité des appuis ponctuels</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Déversement</a> (exclusivement Eurocode)</li>\n</ul>\n<h2>Conception en acier</h2>\n<ul>\n <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Outil de mesure dans Connection</a></li>\n <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Gestion des éléments du projet et matériaux</a></li>\n <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Sélection et édition multiple dans Connection</a></li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Réponse rapide de l'application avec annulation rapide des calculs</a></li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/project-item-and-material-management\">Calculs de voilement dans le menu backstage</a></li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/regional-improvements-in-24-1\">Base théorique dans le rapport</a> en italien et portugais</li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/how-to-import-a-plate-from-dxf\">Importation facile des formes de platine de DXF</a></li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/modeles-parametriques-dans-la-bibliotheque-des-attaches\">Modèles paramétriques de conception améliorés</a></li>\n <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Améliorations régionales</a></li>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Sélection automatique de norme pour la vérification d'ancrage</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Maillage autour des trous pour les boulons et axes d'articulation</a></li>\n</ul>\n<h2>BIM et Checkbot</h2>\n<ul>\n <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Gestion multiple et outils de groupement dans Checkbot</a></li>\n <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Paramètres utiles pour tout le monde</a></li>\n <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">Plug-in HILTI PROFIS dans Checkbot</a></li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Importations de MEF vers Checkbot 60% plus rapides</a></li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/exporting-an-ifc-file-from-idea-statica\">Exportation IFC depuis Checkbot</a></li>\n <li><a data-item-id=\"480c794c-f3e6-4d3f-9c86-1cdb864de793\" href=\"\">Importation avancée des connecteurs depuis des outils DAO</a></li>\n <li><a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\">Liens BIM autorisés dans la version 24.1</a></li>\n</ul>\n<h2>Usage et Licences</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\">Paramétrage des projets</a></li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Préférences partagées à travers la gamme complète des outils</a></li>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Authentification unique (SSO) pour usage public</a></li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\">Comblement de l'écart entre Viewer et Connection</a></li>\n <li><a href=\"https://www.ideastatica.com/fr/support-center/license-usage-analytics-in-the-user-portal\">Rapports d'usage de licence au Portail d'utilisateur</a></li>\n</ul>\n<h2>Notes de publication complètes</h2>\n<p>Ci-dessous, vous pouvez télécharger les <strong>Notes de publication </strong>pour IDEA StatiCa 24.1 en format PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"f77b166e_fd7a_0112_b176_a3fb4885c324\"></object>"
},
"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": "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": [
"rn_24_1__release_notes_idea_statica_24_1",
"opening_older_models_in_current_version",
"untitled_content_item_26e29f8"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"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": "release-notes-idea-statica-24-1-full-list"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-24-1-full-list\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "no",
"codename": "false"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "noindex, nofollow",
"codename": "noindex__nofollow"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_24_0__release_notes_idea_statica_24_0___full_ve_17d58b3",
"collection": "default",
"id": "17d58b3b-ad50-4d8b-9be5-8c387010e618",
"language": "fr-FR",
"lastModified": "2025-11-12T13:43:07.9398666Z",
"name": "RN 24.1: Release notes IDEA StatiCa 24.1 - full version",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"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": "Télécharger les notes de publication en PDF"
},
"button_2_description": {
"name": "Button 2 description",
"type": "text",
"value": ""
},
"button_2_url": {
"name": "Button 2 link URL",
"type": "text",
"value": "https://assets-us-01.kc-usercontent.com/1ca05609-4ad1-009e-bc40-2e1230b16a75/fc9c7f4f-2a3d-4b86-bff2-825712fb02e5/Release%20notes%20IDEA%20StatiCa%2024.1.pdf"
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "e43d5746_5275_01bb_848f_37021cb2508a",
"collection": "default",
"id": "e43d5746-5275-01bb-848f-37021cb2508a",
"language": "fr-FR",
"lastModified": "2024-10-29T13:50:44.4679666Z",
"name": "e43d5746-5275-01bb-848f-37021cb2508a",
"sitemapLocations": [],
"type": "widget_cta_block",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "rn_24_1__3d_detail_out_of_beta",
"linkId": "b871eedc-885b-4f1b-993d-578acfe45641",
"urlSlug": "3d-detail-hors-de-beta",
"type": "support_center_article"
},
{
"codename": "rn_24_1__lateral_torsional_buckling_in_beam",
"linkId": "d575da28-1aec-48ce-859e-9a977926e976",
"urlSlug": "deversement-pour-les-poutres-prefabriquees",
"type": "support_center_article"
},
{
"codename": "rn_24_1__improved_work_with_sls_combinations_in_de",
"linkId": "a1c57505-9977-49a8-a3fd-c6311e8e3910",
"urlSlug": "complete-sls-combinations-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_24_1__advanced_modeling_and_ux_in_detail",
"linkId": "1c30d555-f7b5-472c-b450-e377385c0b46",
"urlSlug": "fast-and-intuitive-modeling-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_24_1__ram_memory_consumption_dramatically_decre",
"linkId": "1d9b89d5-be91-46c0-9463-87c60c0a42c3",
"urlSlug": "fast-connection-app-response",
"type": "support_center_article"
},
{
"codename": "rn_24_1__ui_improvements_in_connection",
"linkId": "fb77fca1-385b-46a4-b900-6abfb43459f3",
"urlSlug": "project-item-and-material-management",
"type": "support_center_article"
},
{
"codename": "rn_24_1__measure_tool_in_connection",
"linkId": "f45ea370-25e6-41b7-8b46-dcd1321357c7",
"urlSlug": "measuring-tool",
"type": "support_center_article"
},
{
"codename": "rn_24_1__new_property_grid_in_connection",
"linkId": "1a8ba6b6-dd01-41ef-88cd-8639573edc39",
"urlSlug": "multiselect-and-multiedit-in-the-connection-app",
"type": "support_center_article"
},
{
"codename": "how_to_import_a_plate_from_dxf",
"linkId": "d0b73776-87a3-52b5-8aca-6fae3f08b94e",
"urlSlug": "how-to-import-a-plate-from-dxf",
"type": "support_center_article"
},
{
"codename": "rn_24_1__user_portal___user_usage_reporting",
"linkId": "4788d48e-6df5-4028-b282-8699303315b0",
"urlSlug": "automatic-anchoring-code-selection-with-hooked-anchors",
"type": "support_center_article"
},
{
"codename": "rn_24_0__parametric_templates_in_connection_librar_e89674e",
"linkId": "e89674ed-d5af-49c1-aa2b-31b486a16302",
"urlSlug": "interface-utilisateur-de-l-outil-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-la-plus-grande-base-de-donnees-d-assemblages-en-acier-telechargeables",
"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-pret-pour-les-grands-projets",
"type": "support_center_article"
},
{
"codename": "rn_24_1__supported_bim_links_in_version_24_1",
"linkId": "91e1b7d3-99d7-4a8a-81ee-8a65faf95b18",
"urlSlug": "supported-bim-links-in-version-24-1",
"type": "support_center_article"
},
{
"codename": "rn_24_1__project_settings",
"linkId": "e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f",
"urlSlug": "project-settings",
"type": "support_center_article"
},
{
"codename": "rn_24_0__integrated_error_messages_with_links",
"linkId": "e9466502-2ceb-47a3-a609-499c9c072581",
"urlSlug": "authentification-unique-sso",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Points principaux de la version 24.1</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8ab1ba7b_43b7_0196_2c06_f17ee13c51f7\"></object>\n<h2>Conception en béton</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail est vérifié</strong></a> et prêt pour la conception des <strong>ancrages en 3D </strong>considérant le <strong>ferraillage réel</strong>, ce qui résout le problème des tiges près de bords de béton.</li>\n <li>La nouvelle analyse de <a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>déversement</strong></a> dans l'application <strong>Beam</strong> et des <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>combinaisons ELS</strong></a> dans Detail <strong>pour la conception des éléments préfabriqués</strong>.</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Modèles pour 2D Detail</strong></a> prêts à utiliser vous aident à démarrer avec le processus de modélisation en quelques secondes.</li>\n</ul>\n<h2>Conception d'assemblages en acier</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Modèles paramétriques</strong></a><strong> </strong>pour des assemblages en acier typiques ou répétitifs. La série IDEA comprend 50 modèles et vous pouvez en créer d'autres vous-même.</li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Accélération de l'application Connection</strong></a> avec le démarrage plus court, réponses plus rapides dans le menu Backstage et <strong>optimisation </strong>de la présentation des résultats et <strong>de l'usage de mémoire </strong>pour les grands projets.</li>\n <li><strong>Améliorations de l'interface utilisateur - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Gestion d'élément du projet et matériau</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">outil de mesure</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">sélection/édition multiple</a> et <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">importation des platines de DXF</a>.</li>\n <li><strong>Améliorations d'Eurocode </strong>comprennent la <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">sélection de norme automatique entre 1993-1-8 et 1992-4</a>. <strong>Canada et Australie</strong> peuvent profiter de l'offre des <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#PJP-welds-for-CSA-and-AS\">soudures à pénétration partielle</a>, <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Update-of-cross-section-and-material-databases\">base de données des formes actualisée de AISC v16.0</a> et <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#material-defaults-aisc-as\">paramétrage des matériaux par défaut</a>.</li>\n <li>Les<strong> </strong><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>capacités de Viewer</strong></a><strong> </strong>ont été renforcées pour la coopération en équipe par le partage des modèles avec les <strong>liens URL </strong>et <strong>gestion des liens. </strong>On a ajouté<strong> </strong>des <a href=\"https://www.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#The-right-Property-panel\">informations de modèle supplémentaires</a> - types et tailles de soudures, type de modèle, axes d'articulation, coordonnées spatiales des assemblages.</li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Bibliothèque des assemblages</strong></a><strong> </strong>propose des conceptions précisément pour des modèles spécifiques dans le Viewer.</li>\n</ul>\n<h2>BIM et Checkbot</h2>\n<ul>\n <li>Le <a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>plug-in Hilti PROFIS</strong></a> permet aux 200k+ utilisateurs actuels de Hilti d'exporter des charges, matériaux et sections depuis leur application MEF vers Hilti PROFIS Engineering via Checkbot.</li>\n <li>Conceptions des assemblages sont applicables aux <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>groupes de nœuds dans Checkbot</strong></a> créés automatiquement selon la géométrie et section transversale ou définis par l'utilisateur. </li>\n <li>La <a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>vitesse de l'application a augmenté</strong></a><strong> </strong>par 60% et elle ouvre des projets avec jusqu'à 1000 nœuds en quelques secondes.</li>\n <li>Capacités d'exportation agrandies par l'<a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\"><strong>exportation IFC</strong></a><strong> </strong>pour des fichiers simples ou à plusieurs assemblages.</li>\n <li>Vérifiez la compatibilité de votre logiciel dans la liste des <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>versions autorisées dans 24.1</strong></a><strong>.</strong></li>\n</ul>\n<h2>Usage et licences</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>Nouveau paramétrage de projet</strong></a> avec exportation et partage et la possibilité d'adapter aux annexes nationales.</li>\n <li>Type de licence <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Authentification unique (SSO)</strong></a> est disponible pour tous les clients Enterprise.</li>\n <li>Les administrateurs de licence peuvent regarder les<strong> </strong><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\"><strong>rapports mensuels d'usage</strong></a><strong> </strong>des applications IDEA StatiCa.</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e43d5746_5275_01bb_848f_37021cb2508a\"></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"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]"
]
},
"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": "release-notes-idea-statica-24-1"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"release-notes-idea-statica-24-1\",\"[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": "Notes de publication IDEA StatiCa 24.1"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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_24_1__release_notes_idea_statica_24_1",
"collection": "default",
"id": "2930d8aa-f173-4be0-a2eb-6142785d5361",
"language": "fr-FR",
"lastModified": "2024-10-29T13:50:44.4679666Z",
"name": "RN 24.1: Release notes IDEA StatiCa 24.1 - highlights",
"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": 3000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "compatibilite-des-versions"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"compatibilite-des-versions\",\"[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": "Compatibilité des versions"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "L'ouverture d'anciens modèles après une mise à jour vers une version ultérieure de IDEA StatiCa peut entraîner des difficultés. Si vous créez ou enregistrez un projet dans la version 22.1, vous ne pouvez pas l'ouvrir dans la version 22.0."
},
"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": "<p><br></p>"
},
"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": "opening_older_models_in_current_version",
"collection": "default",
"id": "1857babd-a956-5dc7-be1b-6523e2160029",
"language": "fr-FR",
"lastModified": "2025-11-12T13:52:22.8090858Z",
"name": "Compatibility of versions",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"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": "notes-de-publication-idea-statica-25-0"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"notes-de-publication-idea-statica-25-0\",\"[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": "Notes de publication IDEA StatiCa 25.0"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "La version 25.0 est axée sur l'extension de la conception des ancrages, simplification de la conception initiale des assemblages et l'évolution de l'application Checkbot d'une plateforme d'échange de données à un outil de conception."
},
"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": "<p><br></p>"
},
"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__release_notes_idea_statica_25_0___highlig",
"collection": "default",
"id": "4092856c-6824-4dcf-b42e-4a7a9b561c83",
"language": "fr-FR",
"lastModified": "2025-04-29T15:21:25.4457921Z",
"name": "RN 25.0: Release notes IDEA StatiCa 25.0 - highlights",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"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": "combinaison-de-modèle-paramétrique-et-une-opération-indépendant"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"combinaison-de-mod-le-param-trique-et-une-op-ration-ind-pendant\",\"[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": "Combinaison de modèles paramétriques et d'opérations"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "En combinant un modèle paramétrique avec une opération standard, la conception reste simple grâce aux paramètres utilisés dans l'assemblage standard, mais peut couvrir n'importe quelle géométrie avec une opération supplémentaire."
},
"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": "<p><br></p>"
},
"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__combination_of_parametric_template_and_un",
"collection": "default",
"id": "e8d3e9e8-0671-460a-bc80-22eb894538ca",
"language": "fr-FR",
"lastModified": "2025-11-26T05:13:00.518625Z",
"name": "RN 25.0/25.1: Combination of a parametric templates and operations",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 2000
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "modeles-parametriques-dans-connection-library"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"modeles-parametriques-dans-connection-library\",\"[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": "Modèles paramétriques dans Connection Library"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Connection Library prend en charge les modèles paramétriques, rationalisant le flux de travail de conception d’assemblage. Les modèles universels se personnalisent facilement et s’appliquent à divers scénarios de conception."
},
"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": "<p><br></p>"
},
"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_24_0__parametric_templates_in_connection_librar",
"collection": "default",
"id": "07f0d4e0-790e-4ddc-82eb-6bff094488b3",
"language": "fr-FR",
"lastModified": "2025-11-26T07:28:58.1492195Z",
"name": "RN 24.0/24.1 /25.1: Parametric templates in Connection Library",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "3D Detail hors de bêta"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "intro 3D out of beta.png",
"description": null,
"type": "image/png",
"size": 645959,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/88fa6bc5-bc89-4514-beb2-4b994cfdf9fe/intro%203D%20out%20of%20beta.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": "Detail 3D est entièrement fonctionnel et vérifié pour tous les types d'ancrage. Des vérifications ont été ajoutées et les fonctionnalités ont été étendues de la modélisation aux résultats. Dans l'article suivant, vous trouverez toutes les possibilités et limites."
},
"content": {
"images": [
{
"description": null,
"imageId": "283db786-2d15-4a67-98e2-d17a823af93d",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png",
"height": 800,
"width": 1335
},
{
"description": null,
"imageId": "a64a92dc-745e-4091-a978-19b0364e1194",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png",
"height": 800,
"width": 1334
}
],
"linkedItemCodenames": [
"b335540c_7ff4_017f_4617_c09c66db4e89",
"take_idea_statica_24_0_for_a_test_drive_today"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://www.youtube.com/embed/GuQo_eDSjdk?si=U0opwllF9msD_wKS"
}
},
"system": {
"codename": "b335540c_7ff4_017f_4617_c09c66db4e89",
"collection": "default",
"id": "b335540c-7ff4-017f-4617-c09c66db4e89",
"language": "fr-FR",
"lastModified": "2025-07-17T12:10:23.6304488Z",
"name": "b335540c-7ff4-017f-4617-c09c66db4e89",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
"[Circular Reference]"
],
"links": [
{
"codename": "complete_code_check_of_anchors_and_concrete_block_",
"linkId": "a7ab6b2a-6a4d-4255-ac9a-59983cf145c5",
"urlSlug": "verification-complete-des-tiges-et-blocs-de-beton-avec-idea-statica",
"type": "support_center_article"
},
{
"codename": "design_v2",
"linkId": "b0a659df-8f92-4d1f-abb6-2efa02bad946",
"urlSlug": "conception-d-attaches",
"type": "landing_page"
},
{
"codename": "rn_24_1__shear_transferring_devices__anchors__shea",
"linkId": "9cbe085e-7b89-4860-a28d-33fe19f1c4ae",
"urlSlug": "shear-transfer-through-anchors-shear-lugs-and-friction",
"type": "support_center_article"
},
{
"codename": "rn_24_1__results_interpretation_improvement___sect",
"linkId": "853de83d-1111-46f4-a95d-4a21630613a9",
"urlSlug": "results-interpretation-improvement",
"type": "support_center_article"
},
{
"codename": "rn_24_1__import_of_anchoring_from_connection_to_de",
"linkId": "270b17d4-280e-4c4b-b83e-ae25015afb38",
"urlSlug": "importation-d-ancrage-de-connection-vers-detail",
"type": "support_center_article"
},
{
"codename": "rn_24_1__grids_for_designing_new_entities",
"linkId": "a2cf325c-75de-43ad-a564-623204b11903",
"urlSlug": "modeling-grids-and-self-weight",
"type": "support_center_article"
},
{
"codename": "n3d_detail_in_24_1",
"linkId": "ec8d6712-8602-4a36-8646-5c537fa19db8",
"urlSlug": "full-functionalities-of-detail-3d",
"type": "support_center_article"
},
{
"codename": "detail_3d___known_limitations",
"linkId": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92",
"urlSlug": "known-limitations-for-detail-3d",
"type": "support_center_article"
},
{
"codename": "pullout_behavior_of_cast_in_place_bonded_anchors_w",
"linkId": "e51b8e5d-c8cc-4a7d-9127-f8e660574f10",
"urlSlug": "pullout-behavior-of-cast-in-place-anchors-with-different-embedment-depths",
"type": "support_center_article"
},
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<p>IDEA StatiCa est un outil permettant de résoudre des tâches complexes en 3D et est entièrement vérifié pour l'ancrage dans des blocs de béton. Cette solution vous permet d'effectuer des conceptions sans simplifications excessives et fournit des vérifications basées sur l'état limite ultime (ELU). Nous disposons ainsi d'un outil permettant de saisir tous les types de <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">ruptures de béton</a> pour les fondements. Avec IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> pour la vérification des ancrages, nous proposons un ensemble complet pour tous ceux qui travaillent avec les assemblages acier-béton.</p>\n<p>L'amélioration du transfert de cisaillement, amélioration des résultats et intégration simplifiée entre <strong>IDEA StatiCa Connection</strong> et <strong>IDEA StatiCa Detail</strong>, ainsi que les vérifications, signifient que la solution est maintenant entièrement capable de traiter des exemples réels et pratiques de n'importe quel type d'ancrage.</p>\n<h3>Quelles sont les améliorations principales par rapport à la version BÊTA ?</h3>\n<ul>\n <li><strong>Appareils de transfert de cisaillement :</strong> Entités fondamentales qui permettent la conception générale de tous les types d'ancrage <strong>(tiges, bêches et frottement)</strong>. Tous les types correspondent aux options dans IDEA StatiCa Connection, ce qui permet une importation aisée. Lisez la note de publication séparée consacrée aux <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Appareils de transfert de cisaillement</a>.</li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n <li><strong>Sections des résultats </strong>: Dans le cadre des améliorations pour mieux comprendre les résultats, Detail offre la possibilité de voir le comportement réel de la structure. Lire la note de publication séparée : <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Amélioration de l'interprétation des résultats</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n <li><strong>Exportation complète de Connection avec de nouvelles entités : </strong>L'importation est possible, y compris toutes les informations sur les matériaux, les types de tiges et leurs traitements finaux. Lire la note de publication séparée : <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Importation de l'ancrage de Connection vers Detail</a></li>\n <li><strong>Grille du plan de travail :</strong> Une nouvelle grille facilite l'identification des surfaces lors de la modélisation, ferraillage, création de sections, etc. Lire la note de publication séparée : <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Amélioration de la modélisation – Grilles et poids propre</a></li>\n <li><strong>Poids propre :</strong> L'application inclut un autre type de charge, le poids propre. Il est automatiquement calculé en fonction des dimensions et matériau sélectionné.</li>\n <li><strong>Maillage affiné autour des tiges :</strong> Le maillage autour des tiges a été localement affiné pour obtenir des résultats précis. Ce paramétrage ne peut pas être modifié. Le maillage est généré automatiquement.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Description complète des fonctionnalités de 3D Detail.</a></p>\n<p><em>Note : Actuellement pour l'Eurocode (EN) seulement.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b335540c_7ff4_017f_4617_c09c66db4e89\"></object>\n<h3>Limites connues de 3D Detail</h3>\n<p>Comme Detail n'est qu'un outil qui ne peut pas remplacer le jugement des ingénieurs, il est nécessaire de bien comprendre ses fonctions, ses avantages et ses limites. Lisez les limites qui doivent être prises en compte :</p>\n<ul>\n <li>La solution ne convient qu'au<strong> béton armé.</strong></li>\n <li>L'application fournit des<strong> vérifications ELU</strong> conformément à la norme EN.</li>\n <li><strong>Un seul bloc de béton</strong> est autorisé dans Detail.</li>\n <li>Dans Detail, les tiges ne sont vérifiées que pour la résistance à la traction. Il est nécessaire d'<strong>utiliser Connection pour les vérifications de cisaillement et d'interaction</strong>.</li>\n <li>Seuls les modèles <strong>ancrés par un pied de poteau</strong> et <strong>seulement</strong> <strong>contact direct </strong>peuvent être importés dans Detail (à partir de Connection).</li>\n <li><strong>Les charges importées et saisies par l'utilisateur ne peuvent pas être combinées dans le même modèle.</strong></li>\n</ul>\n<p>Pour une liste complète des limites et des explications complémentaires, consultez l'article : <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Limites connues de 3D Detail</a></p>\n<h3>Vérifications</h3>\n<p>Nous soulignons encore une fois que, bien que Detail 3D soit une solution générale pour modéliser n'importe quel détail, nous vérifions les exemples étape par étape. L'accent est actuellement mis sur la vérification des fonctionnalités liées à l'<a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">ancrage</a>. Vous trouverez ci-dessous une vue d'ensemble des cas d'utilisation possibles et projets de développement ultérieurs :</p>\n<table><tbody>\n <tr><td><strong>Cas d'utilisation</strong></td><td><strong>Fonctionnalité prête</strong></td><td><strong>Vérification fournie</strong></td><td><strong>Vérification dans la version</strong></td></tr>\n <tr><td>Fondements des poteaux en acier</td><td>OUI</td><td>OUI</td><td>24.1.0</td></tr>\n <tr><td>Ancrages généraux des éléments en acier<br>\n(poutres, contreventements, tiges de levage...)</td><td>OUI</td><td>OUI</td><td>24.1.0</td></tr>\n <tr><td>Utilisation générale de Detail 3D pour d'autres cas (têtes de pieux, têtes de piliers, etc.)</td><td>OUI</td><td>NON</td><td>en cours de développement</td></tr>\n <tr><td>Type de modèle de voile</td><td>NON</td><td>NON</td><td>en cours de développement</td></tr>\n</tbody></table>\n<p>Nous mettons continuellement à jour et ajoutons de nouvelles <a href=\"https://preview.ideastatica.com/support-center-verifications?product=concrete&label=detail_3d\">vérifications pour 3D Detail</a> où nous vérifions la fonctionnalité et les hypothèses. Pour une compréhension plus approfondie de la méthode, lisez la <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Base théorique</a> complète qui comprend les principales hypothèses, une description du modèle de matériau et plus encore.</p>\n<p>Publié dans IDEA StatiCa version 24.1</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
},
"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",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "v24.1",
"codename": "v24_1"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rn_24_1__release_notes_idea_statica_24_1",
"rn_24_1__import_of_anchoring_from_connection_to_de"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 3480
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "3d-detail-hors-de-beta"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"3d-detail-hors-de-beta\",\"[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": "3D Detail hors de bêta"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Detail 3D est vérifié pour tous les types d'ancrage. Des vérifications ont été ajoutées et les fonctionnalités ont été étendues de la modélisation aux résultats. Dans l'article suivant, vous trouverez toutes les possibilités et limites."
},
"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": "<p><br></p>"
},
"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_24_1__3d_detail_out_of_beta",
"collection": "default",
"id": "b871eedc-885b-4f1b-993d-578acfe45641",
"language": "fr-FR",
"lastModified": "2025-07-17T12:10:23.6304488Z",
"name": "RN 24.1: 3D Detail out of Beta",
"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": 9800
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "importation-d-ancrage-de-connection-vers-detail"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"importation-d-ancrage-de-connection-vers-detail\",\"[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": "Importation d'ancrage de Connection vers Detail (BETA)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "L'ancrage dans les blocs de béton est-il votre plus grand défi ? Nos deux applications innovantes travaillent ensemble pour vous offrir un meilleur flux de travail. Apprenez plus sur le lien entre IDEA StatiCa Connection et Detail."
},
"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": "<p><br></p>"
},
"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_24_1__import_of_anchoring_from_connection_to_de",
"collection": "default",
"id": "270b17d4-280e-4c4b-b83e-ae25015afb38",
"language": "fr-FR",
"lastModified": "2025-02-27T14:26:37.6718038Z",
"name": "RN 24.1: Import of anchoring from Connection to Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
}
],
"links": [],
"name": "Content",
"type": "rich_text",
"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_introduction\"></object>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_modelling\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_load_transferring_device\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_loading_and_combinations\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_reinforcement\"></object>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_24_1__import_of_anchoring_from_connection_to_de\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_results_6df128e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn_24_1__results_interpretation_improvement___sect\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"rn24_1__3d_detail_in_24_1_report\"></object>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
},
{
"name": "CZ/SK",
"codename": "cz_sk"
},
{
"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"
},
"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"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Concrete block",
"codename": "concrete_block"
},
{
"name": "Geometry",
"codename": "geometry"
},
{
"name": "Load effects",
"codename": "load_effects"
},
{
"name": "Overall check",
"codename": "check"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_3d_detail",
"detail_3d___known_limitations",
"n3d_detail_tutorial___eccentrically_loaded_anchori",
"complete_code_check_of_anchors_and_concrete_block_"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]",
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Lien BIM Connection et Detail – Ancrage à charge excentrée"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Connection_to_Detail_Preview.png",
"description": null,
"type": "image/png",
"size": 364941,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a9fc1f60-e23a-459a-881d-852b526f1876/Connection_to_Detail_Preview.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": "Découvrez la puissance d'un lien BIM reliant IDEA StatiCa Connection et Detail pour une conception et vérification des blocs de béton armé selon l'Eurocode. Ce tutoriel offre divers conseils de modélisation."
},
"content": {
"images": [
{
"description": null,
"imageId": "f6f4ad54-796a-4cb1-ab65-5c1b999f00df",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png",
"height": 947,
"width": 1680
},
{
"description": null,
"imageId": "d847e266-d4b7-42aa-89b1-1023999e6b95",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png",
"height": 1138,
"width": 1920
},
{
"description": null,
"imageId": "2dbac565-c634-4e13-a8a0-f17e70b14eeb",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png",
"height": 1200,
"width": 1920
},
{
"description": null,
"imageId": "5c643873-8d30-4580-b2f2-f8497c31cff6",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png",
"height": 1138,
"width": 1920
},
{
"description": null,
"imageId": "f568a2d0-aef8-4e7a-8be1-95dfbb4309e4",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png",
"height": 1140,
"width": 1922
},
{
"description": null,
"imageId": "43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png",
"height": 1007,
"width": 1763
},
{
"description": null,
"imageId": "71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png",
"height": 625,
"width": 1051
},
{
"description": null,
"imageId": "ea91e94f-e32f-4298-a975-2ef961da9400",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png",
"height": 1140,
"width": 1920
},
{
"description": null,
"imageId": "c592a8ce-8a91-428f-a116-310ffa4ee934",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png",
"height": 499,
"width": 681
},
{
"description": null,
"imageId": "005baf6f-c14a-43a7-9f2d-134b8e007b00",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "bc241e0b-3ef8-4695-a828-bffd387dc495",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "92ab352d-ac09-4a0a-8d84-6f329f595dcc",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "6b6e717e-e109-4f48-b496-df5ced1c5eb8",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "7b6bcb85-b5c7-47a7-962b-2575cf579cdf",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "43726e22-af07-4ac1-be92-d112fcfe62ca",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "ec52d83a-da74-4b51-a743-2f945f7e7c31",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "e242070b-37a1-4f37-845b-56353fd83ff5",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "2f6ba38e-66d6-456e-b747-9ca3a13f0956",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "2a343b97-e6e5-42fc-9d86-73de11409b52",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "a5742641-b90e-4e0d-8938-2767aad96c7f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "9b7eaa77-c046-423e-9707-6581b91fdfbe",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "69b59fab-b9b8-4ee2-b37f-4e51eb3be02c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "10b137bd-2790-4edf-a3b4-0b376dfc5498",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "b9e3bb7a-638c-4a83-bf3a-441dfca3fe94",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png",
"height": 1150,
"width": 1920
}
],
"linkedItemCodenames": [
"n3093d2f3_fd32_01b1_7756_3728b23df3df",
"c241a84c_e373_0189_6fd5_29b91c19ae75"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Lien BIM Connection et Detail"
},
"display_in_sample_projects": {
"name": "Display on \"Sample projects\" page",
"type": "multiple_choice",
"value": []
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Steel",
"codename": "steel"
},
{
"name": "Connection design",
"codename": "connection_design"
},
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
}
],
"taxonomyGroup": "product_group"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": []
},
"preview_files": {
"name": "Preview files (*.ideaCon)",
"type": "asset",
"value": [
{
"name": "Connection_to_Detail.ideaCon",
"description": null,
"type": "application/IdeaConnection",
"size": 47344,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5bf8001f-c5a9-47d0-ba0b-395e82f79296/Connection_to_Detail.ideaCon",
"renditions": null
}
]
},
"download_files": {
"name": "Download files (*.zip)",
"type": "asset",
"value": [
{
"name": "Connection_to_Detail.zip",
"description": null,
"type": "application/x-zip-compressed",
"size": 13144355,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a6ae74c-2f31-40e4-9d3d-2c556dae04ca/Connection_to_Detail.zip",
"renditions": null
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n3093d2f3_fd32_01b1_7756_3728b23df3df",
"collection": "default",
"id": "3093d2f3-fd32-01b1-7756-3728b23df3df",
"language": "fr-FR",
"lastModified": "2025-03-03T14:31:14.3678242Z",
"name": "3093d2f3-fd32-01b1-7756-3728b23df3df",
"sitemapLocations": [],
"type": "sample_project",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "CONTENU SIMILAIRE"
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Tutorials",
"codename": "tutorial"
}
],
"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": "Connection design",
"codename": "connection_design"
},
{
"name": "Concrete",
"codename": "concrete"
},
{
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "c241a84c_e373_0189_6fd5_29b91c19ae75",
"collection": "default",
"id": "c241a84c-e373-0189-6fd5-29b91c19ae75",
"language": "fr-FR",
"lastModified": "2025-03-03T14:31:14.3678242Z",
"name": "c241a84c-e373-0189-6fd5-29b91c19ae75",
"sitemapLocations": [],
"type": "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-hors-de-beta",
"type": "support_center_article"
},
{
"codename": "rn_24_1__shear_transferring_devices__anchors__shea",
"linkId": "9cbe085e-7b89-4860-a28d-33fe19f1c4ae",
"urlSlug": "shear-transfer-through-anchors-shear-lugs-and-friction",
"type": "support_center_article"
},
{
"codename": "theoretical_background___ec___concrete_block",
"linkId": "28992afa-3044-47f1-be8d-ad2a00d75f7a",
"urlSlug": "check-of-concrete-block-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "theoretical_background___ec___anchors",
"linkId": "c57cf277-3f01-4ec8-82bc-470f3f631a73",
"urlSlug": "check-of-anchors-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "rn_24_1__import_of_anchoring_from_connection_to_de",
"linkId": "270b17d4-280e-4c4b-b83e-ae25015afb38",
"urlSlug": "importation-d-ancrage-de-connection-vers-detail",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>1 Nouveau projet</h2>\n<p>Démarrez <strong>IDEA StatiCa Connection</strong>. Tout commence sur l'onglet <strong>Acier</strong>.</p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Gardez le paramétrage par défaut</strong> pour la topologie d'ancrage et entrez dans l'application.</p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Conception</h2>\n<p><strong>Modifiez </strong>l'opération <strong>Pied de poteau </strong>pour obtenir la topologie finale d'un bloc de béton avec charge excentrée. Le<strong> transfert de l'effort de cisaillement</strong> est paramétré pour<strong> frottement</strong>.</p>\n<ul>\n <li>Depuis la publication de la <strong>version 24.1, IDEA StatiCa Detail</strong> est <a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">sorti de la version BÊTA</a> pour la <strong>conception d'ancrages 3D</strong>. Avec cette nouvelle version, le cisaillement peut être transféré à travers des <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">tiges, bêches et frottement</a>.</li>\n</ul>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<p><strong>Saisissez les efforts internes</strong> pour l'ancrage chargé biaxialement. Les efforts internes causent des contraintes de compression sur le contact entre le sol et le bloc de béton. Par défaut, on suppose un <a data-item-id=\"28992afa-3044-47f1-be8d-ad2a00d75f7a\" href=\"\">bloc de béton</a> fissuré.</p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Vérification</h2>\n<p><strong>Passez</strong> à l'onglet<strong> Vérification</strong> et <strong>Calculer</strong>. La vérification prouve le mode de rupture des tiges. Explorons-le plus en détail.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Découvrons les ruptures potentielles pour traction, cisaillement et interaction mutuelle selon <a data-item-id=\"c57cf277-3f01-4ec8-82bc-470f3f631a73\" href=\"\">EN 1992-4</a>.</p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Veuillez examiner la vérification détaillée</strong> <strong>des tiges</strong> car elle révèle une non-conformité sur la première page. <strong>Cela vous informera des vérifications que vous devez effectuer manuellement ou en utilisant d'autres méthodes</strong> parce qu'elles ne sont pas incluses dans IDEA StatiCa Connection. Il est recommandé de prendre les mesures nécessaires pour résoudre ce problème.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>En raison de l'échec de la <strong>vérification de l'ancrage </strong>:</p>\n<ul>\n <li>Le problème est causé par la <strong>résistance à l'éclatement du béton pour les tiges en traction et cisaillement.</strong></li>\n <li><strong>Ce problème peut être facilement résolu dans IDEA StatiCa Detail grâce à la méthode 3D CSFM</strong>. Cela vous aide à surmonter le modèle des blocs fissurés en béton standard dans IDEA StatiCa Connection.</li>\n</ul>\n<h2>4 Exportation</h2>\n<p>L'application<strong> IDEA StatiCa Connection</strong>, développée en interne,<strong> dispose désormais d'un </strong><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\"><strong>lien BIM puissant </strong></a><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\"><strong>avec Detail</strong></a>, permettant la conception et vérification des blocs de béton armé avec plusieurs combinaisons.</p>\n<p>Conditions préalables à l'exportation :</p>\n<ul>\n <li>Le modèle doit être<strong> précalculé et les résultats doivent être inclus.</strong></li>\n</ul>\n<p>Allez à l'onglet <strong>Vérification -> Vérification de béton armé -> Enregistrer.</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>L'exportation n'est autorisée que pour la topologie d'ancrage. L'<a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">exportation</a> permet le transfert de :</p>\n<ul>\n <li>Bloc de béton</li>\n <li>Tiges</li>\n <li>Pied de poteau</li>\n <li>Charges</li>\n</ul>\n<p>Informations et paramètres supplémentaires définis en fonction des paramètres correspondants dans Connection :</p>\n<ul>\n <li>Transfert de cisaillement (par tiges, bêches et frottement)</li>\n <li>Matériau</li>\n <li>Type d'ancrage : par adhérence / encastré</li>\n <li>Type d'ancrage à l'extrémité : Rondelle/Droit/Crochet</li>\n <li>Coefficient de frottement</li>\n</ul>\n<h2>5 Conception</h2>\n<p>Cette section vous permet de modifier les éléments, appuis, charges et combinaisons et groupe de barres d'armature.</p>\n<h3>Appuis</h3>\n<p>Le sol présente une certaine rigidité qui doit être prise en compte pour une conception précise. L'<strong>appui superficiel</strong> permet la rigidité dans les trois directions et est défini comme <strong>inactif en traction par défaut</strong> (non-linéarité des limites).</p>\n<ul>\n <li>Soyez prudent lorsque vous faites des hypothèses sur les conditions limites. Dans le cas de la non-linéarité, si les moments sont assez élevés, l'appui du bloc de béton en traction peut se retourner pendant l'analyse, provoquant des rotations importantes. Cela peut conduire à un modèle divergent en raison du mouvement du corps flexible.</li>\n</ul>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Appareils de transfert</h3>\n<p>Les tiges sont reprises de IDEA StatiCa Connection. Deux types de tiges peuvent être sélectionnés.</p>\n<p>Tiges encastrées :</p>\n<ul>\n <li>Tiges préinstallées ayant les mêmes attributs d'<a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#finite-element-types\">adhérence</a> que les barres de ferraillage.</li>\n</ul>\n<p>Tiges par adhérence :</p>\n<ul>\n <li>Post-installés (tiges chimiques) avec la possibilité de personnaliser l'effort d'adhérence selon la résistance d'adhérence réelle.</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Veillez au paramétrage correct de l'<strong>interconnexion avec le pied de poteau</strong>. Si les semelles sont importées à partir de l'application Connection, le <strong>transfert des efforts axiaux</strong> doit être <strong>désactivé</strong> et le <strong>transfert de cisaillement</strong> doit être <strong>activé</strong>. C'est parce que les tiges sont chargées directement par les efforts. Vous pouvez en savoir plus à ce sujet <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">ici</a>.</p>\n<p>Si vous conceviez des semelles à partir de zéro dans l'application Detail, les deux options seraient activées. Lors du transfert de cisaillement à travers les tiges, l'utilisateur doit déterminer quelles tiges supporteront l'effort de cisaillement et sélectionner la case à cocher correspondante. Ceci est conforme aux exigences de la norme EN qui spécifie que le cisaillement ne doit être attribué qu'aux tiges effectives pour la vérification de la rupture du bord de béton.</p>\n<h3>Ferraillage</h3>\n<p>Paramétrez l'enrobage en béton à 40 mm, ce qui sera utilisé comme valeur par défaut pour le ferraillage.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Sélectionnez le <strong>Groupe de barres d'armature (1) --> Groupe de barres 3D (2) </strong>et remplissez les champs <strong>Diamètre</strong>, <strong>Attributs</strong> et <strong>Géométrie (3)</strong>.</p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Copiez</strong> l'opération et changez la <strong>Surface</strong>. Toutes les autres options sont conservées.</p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Copiez</strong> l'opération et changez les options ci-dessous.</p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Copiez </strong>l'opération et changez les options ci-dessous.</p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Charges et combinaisons</h3>\n<p>Les combinaisons sont prises de IDEA StatiCa Connection. Toutes les conséquences de l'importation sont mentionnées en détail dans l'article <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Importation de l'ancrage de Connection à Detail</a>.</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<h2>6 Vérification</h2>\n<p><strong>Avant de démarrer l'analyse</strong>, nous recommandons vivement de <strong>changer le multiplicateur de maillage</strong> à deux afin d'accélérer le calcul. Cette étape n'est pas obligatoire mais elle peut réduire le temps de calcul et aider à identifier tout problème de divergence. <strong>Si tout se passe bien et aucun problème ne survient, vous pouvez revenir à un multiplicateur d'un</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h2>Résultats</h2>\n<h3>Contrainte équivalente principale</h3>\n<p>La <strong>contrainte équivalente principale (EPS)</strong> dans le béton est déterminée selon le comportement de volume du bloc de béton. Les zones qui subissent la charge la plus élevée sont identifiées et mises en valeur. Afin de mieux comprendre le confinement par rapport à la compression uniaxe, la contrainte équivalente est calculée à l'aide de coefficient kappa. Plus d'informations sur la contrainte équivalente principale sont fournies dans <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities#ultimate-limit-state-checks\">cet article de la Base théorique.</a></p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h3>Contrainte dans les barres d'armature</h3>\n<p><strong>Lors de la vérification de ferraillage</strong>, il est essentiel de noter que la tige proche du coin est utilisée au maximum.</p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>En affichant l'utilisation du ferraillage, l'utilisateur peut clairement voir quel ferraillage contribue au transfert de la charge et à la prévention de la rupture du cône de béton.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h3>Ancrage</h3>\n<p>Vérifiez les paramètres de l'<strong>ancrage</strong> et activez l'option <strong>Effort total dans les tiges</strong>. Les efforts dans les tiges peuvent varier légèrement en raison des différentes approches de calcul concernant le bloc de béton. Cependant, les différences ne sont pas significatives.</p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h3>Déformations</h3>\n<p>Passez à <strong>Complémentaire</strong> et activez l'option <strong>Déformation</strong>.</p>\n<p>Il n'est pas nécessaire d'effectuer une vérification de déformation pour ELU mais il est vivement recommandé de vérifier la déformation après l'analyse pour s'assurer que le modèle ne subit pas de déformation importante, de rotation importante ou qu'aucun élément fini n'est endommagé. Cela permet d'avoir une vue d'ensemble des résultats de l'analyse et d'identifier les problèmes qui ont pu se produire lors de l'analyse.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Rapport</h2>\n<p>Enfin, passez à l'<strong>Aperçu/Impression de rapport</strong>. IDEA StatiCa offre un rapport entièrement personnalisable à imprimer ou enregistrer dans un format modifiable.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>Vous avez vérifié l'ensemble de la conception de l'attache selon les normes EN 1993-1-8 et EN 1992-4. La partie en acier a été vérifiée dans IDEA StatiCa Connection et le bloc de béton a été vérifié dans IDEA StatiCa Connection et Detail.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3093d2f3_fd32_01b1_7756_3728b23df3df\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"c241a84c_e373_0189_6fd5_29b91c19ae75\"></object>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
},
{
"name": "Reinforced concrete",
"codename": "reinforced_concrete"
},
{
"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": "Tutorials",
"codename": "tutorial"
}
],
"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": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CBFEM",
"codename": "cbfem"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Detail 3D",
"codename": "detail_3d"
}
],
"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": 11500
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "lien-bim-connection-et-detail-ancrage-a-charge-excentree"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"lien-bim-connection-et-detail-ancrage-a-charge-excentree\",\"[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": "Lien BIM Connection et Detail – Ancrage à charge excentrée (EN)"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Découvrez la puissance d'un lien BIM reliant IDEA StatiCa Connection et Detail pour une conception et vérification des blocs de béton armé selon l'Eurocode. Ce tutoriel offre divers conseils de modélisation."
},
"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": "<p><br></p>"
},
"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": "n3d_detail_tutorial___eccentrically_loaded_anchori",
"collection": "default",
"id": "1190e6ba-03b2-47f6-a6a6-b210b8f84b24",
"language": "fr-FR",
"lastModified": "2025-03-03T14:31:14.3678242Z",
"name": "BIM link Connection to Detail - Eccentrically loaded anchoring",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Vérification complète des tiges et blocs de béton avec IDEA StatiCa"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Intro (5).png",
"description": null,
"type": "image/png",
"size": 510239,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e05dc2da-7ec6-404f-ac05-1131818918af/Intro%20%20%285%29.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": "IDEA StatiCa Connection et Detail forment une paire puissante pour l'évaluation des ancrages. Qu'est-ce qu'il faut évaluer selon l'Eurocode et quels sont les résultats obtenus avec quelle application ? Voir l'article suivant pour une image plus claire."
},
"content": {
"images": [
{
"description": null,
"imageId": "2eee8876-6b85-40a8-a229-92cc736bfab2",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png",
"height": 1138,
"width": 1917
},
{
"description": null,
"imageId": "408fd958-1746-4e52-af3b-5e812aaeed7d",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png",
"height": 800,
"width": 1600
},
{
"description": null,
"imageId": "38eba50f-4f9e-4fd6-9380-7300c20715de",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png",
"height": 800,
"width": 1600
},
{
"description": null,
"imageId": "1a72d337-d1eb-4b26-a77d-fda6504f8dfb",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png",
"height": 257,
"width": 1600
},
{
"description": null,
"imageId": "790a2f96-5d7d-48ed-b807-d461283656b1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png",
"height": 265,
"width": 1600
},
{
"description": null,
"imageId": "cbb46b36-986e-4279-9a26-b6f7daca9c28",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png",
"height": 1118,
"width": 1919
},
{
"description": null,
"imageId": "37d9800f-de2f-41cf-82e7-d95bf4d20ce6",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png",
"height": 283,
"width": 1600
},
{
"description": null,
"imageId": "641efac9-5d36-4d5e-b077-ed9196890a39",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png",
"height": 800,
"width": 1376
},
{
"description": null,
"imageId": "e065a9a9-29db-42d7-81d0-a2df2b1d2968",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png",
"height": 1153,
"width": 1919
},
{
"description": null,
"imageId": "925cc023-af68-47ba-9b26-aa1bf5f77f16",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png",
"height": 275,
"width": 1600
},
{
"description": null,
"imageId": "4ff30694-4f30-4052-ba21-42b94f8d1235",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png",
"height": 800,
"width": 1600
},
{
"description": null,
"imageId": "457df143-9dfb-4d48-8087-e37ff0514ea1",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5929bf71-34da-46ae-b406-852cc91bcfc6/28.png",
"height": 800,
"width": 1600
},
{
"description": null,
"imageId": "09debd54-4504-4d1e-bfab-1c116b6a7a94",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png",
"height": 292,
"width": 1600
},
{
"description": null,
"imageId": "b1f57fe5-e5be-4ff1-a457-079ff22926d7",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png",
"height": 304,
"width": 1600
},
{
"description": null,
"imageId": "c1e6f12a-45a5-4a95-8237-46dd4129a930",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png",
"height": 307,
"width": 1600
},
{
"description": null,
"imageId": "9b8d7c48-0539-441f-8c97-63be3393d355",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png",
"height": 325,
"width": 1600
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "getting_started_guide___steel",
"linkId": "b1a3015d-e75a-48e6-8495-70450fde4ba9",
"urlSlug": "key-principles-of-idea-statica-connection",
"type": "landing_page"
},
{
"codename": "rn_24_1__import_of_anchoring_from_connection_to_de",
"linkId": "270b17d4-280e-4c4b-b83e-ae25015afb38",
"urlSlug": "importation-d-ancrage-de-connection-vers-detail",
"type": "support_center_article"
},
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
},
{
"codename": "detail_3d___known_limitations",
"linkId": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92",
"urlSlug": "known-limitations-for-detail-3d",
"type": "support_center_article"
},
{
"codename": "theoretical_background_3d_detail___main_assumption",
"linkId": "d07820f8-072b-44dc-a35a-94b73e2e284b",
"urlSlug": "main-assumptions-and-limitations",
"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": "<p>L'Eurocode spécifie plusieurs modes de rupture des tiges et des semelles en béton et les divise selon leur type de charge. Dans <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a>, on pouvait déjà évaluer les tiges avec certaines limitations : il fallait faire des évaluations manuellement.</p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>En même temps, il était impossible de prendre en compte le ferraillage des blocs de béton. Ceci change maintenant avec IDEA StatiCa Detail 3D, qui ajoute plus de possibilités. IDEA StatiCa Detail 3D n'offre pas d'évaluations habituelles définies dans la norme pour le béton standard. Cependant, avec l'analyse MEF, nous pouvons vérifier si le béton armé satisfait la charge spécifiée et si <strong>la rupture du béton qui correspondrait </strong>à ces conditions est empêchée. Les applications fonctionnent indépendamment et peuvent être utilisées séparément, mais grâce au <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">lien entre Connection et Detail</a>, il est également possible d'utiliser Detail uniquement comme calcul complémentaire.</p>\n<p>Passons maintenant aux conditions de l'Eurocode une par une et les possibilités offertes par les applications.</p>\n<h2>Effort de traction</h2>\n<p>L'Eurocode divise le premier type de charge (<strong>effort de traction</strong>) en 6 cas possibles de rupture de tige ou de bloc de béton (a, b, c, d, e, f) et deux autres pour les semelles avec ferraillage (g, h).</p>\n<p>L'image ci-dessous montre schématiquement quel type de rupture vous pouvez évaluer avec l'application Connection et quel comportement peut être ajusté par l'utilisation de béton armé et, par conséquent, l'analyse dans Detail. IDEA StatiCa Connection utilise des formules empiriques de l'Eurocode (EN 1992-4-7.2.1) pour la conception des ancrages <strong>(CBFEM)</strong>, tandis que IDEA StatiCa Detail est entièrement basé sur la méthode des éléments finis <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM)</strong></a>. Certaines options d'évaluation se chevauchent donc dans les deux applications, mais toujours avec une méthode différente.</p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>Les méthodes mises en œuvre dans le logiciel permettent seulement l'utilisation du béton standard dans Connection, tandis que <strong>seulement les semelles en béton armé peuvent être considérées dans Detail</strong>.</p>\n<figure data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/504267ed-44f6-46ae-9b15-33d57f0af506/failures.png\" data-asset-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" data-image-id=\"38eba50f-4f9e-4fd6-9380-7300c20715de\" alt=\"\"></figure>\n<p>Les principales hypothèses et limites de l'analyse pour IDEA StatiCa Detail 3D sont énumérées dans l'article <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Limites connues</a>.</p>\n<h4>a) Rupture d'acier</h4>\n<p>La rupture d'acier des tiges<strong> chargées en traction</strong> est vérifiée dans les deux applications. La résistance à la traction de la tige est vérifiée dans Connection selon la formule suivante :</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>Dans Detail, les tiges sont vérifiées comme les barres de ferraillage ordinaires selon les diagrammes contrainte-déformation définis pour des matériaux particuliers tout en utilisant la valeur de la déformation limite de 5% au maximum (calculée selon l'effet de raidissement par traction, voir plus d'informations dans la Base théorique).</p>\n<h4>b) Rupture du cône de béton</h4>\n<p>La rupture du cône de béton peut être vérifiée dans Connection. Cependant, dans Connection, l'application ne peut prendre en compte que le <strong>béton standard</strong>.</p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Par conséquent, en cas de rupture du cône de béton, il convient de passer à IDEA StatiCa Detail où il est possible d'effectuer une analyse de l'ensemble du bloc de béton armé. La résistance à la traction du béton est négligée de manière conservatrice, ce qui signifie que la capacité portante en cas de rupture du cône est déterminée par la quantité de ferraillage spécifiée de manière significative. Dans l'image ci-dessous, vous pouvez voir les <strong>directions des contraintes principales</strong> qui indiquent la forme du cône mentionné ci-dessus. Dans la partie droite, vous pouvez voir les valeurs des contraintes de béton qui sont comparées avec les valeurs limites.</p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4>c) Rupture par arrachement</h4>\n<p>Cette vérification n'est disponible dans Connection que pour certains cas (voir la première image dans cet article). Une évaluation supplémentaire est nécessaire pour les tiges mécaniques post-installées.</p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>Dans Detail, il est possible de mettre en place des <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">tiges par adhérence</a> et spécifier la résistance d'adhérence de conception selon leurs paramètres techniques. Les tiges seront ensuite vérifiées sur la base de ces paramètres. (Applicable uniquement pour le béton armé).</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Rupture par arrachement et rupture de béton des moyens d'assemblage adhérents</h4>\n<p>Cette rupture ne peut être détectée que dans Detail où les contraintes de béton et les zones d'ancrage sont évaluées à l'aide de 3D CSFM. Le mécanisme de la rupture combinée par arrachement et du béton dans Detail est basé sur les principes définis ci-dessus et son évaluation fait partie de la vérification de la résistance du béton et de l'ancrage. (Applicable uniquement pour le béton armé).</p>\n<h4>e) Rupture fragile de béton</h4>\n<p>Il n'est pas possible de l'évaluer dans Connection. Dans Detail, la rupture fragile est généralement un problème de béton standard où l'utilisation de ferraillage empêche sa production. En même temps, il est possible de voir les contraintes et déformations du ferraillage en compression ou traction et aussi du béton en compression dans l'application Détail.</p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Rupture par éclatement de béton</h4>\n<p>Pour le béton standard, une vérification empirique selon l'Eurocode dans Connection est possible.</p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>Pour les éléments avec ferraillage, il est possible d'utiliser Detail. La rupture par éclatement du béton est couverte par l'analyse de la résistance du béton lorsque les contraintes de traction sont transférées uniquement par le ferraillage (comme mentionné plusieurs fois ci-dessus).</p>\n<h4>Vérifications supplémentaires pour les blocs de béton armé :</h4>\n<p>Pour les semelles armées, une évaluation supplémentaire de ferraillage est nécessaire. La rupture d'acier du ferraillage et la rupture d'ancrage du ferraillage font partie de l'évaluation du ferraillage dans Detail.</p>\n<p><strong>g) Rupture d'acier du ferraillage</strong></p>\n<p><strong>h) Rupture d'ancrage du ferraillage</strong></p>\n<h2>Charge de cisaillement</h2>\n<p>L'Eurocode divise le deuxième type de charge<strong> </strong>(<strong>effort de cisaillement</strong>) en 4 cas possibles de rupture de tige ou de bloc de béton (a, b, c, d) et deux autres pour les semelles armées (e, f).</p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>L'image ci-dessous montre <strong>schématiquement</strong> quel type de rupture vous pouvez évaluer avec l'application Connection et quel comportement peut être ajusté par l'utilisation de béton armé et, par conséquent, l'analyse dans Detail. IDEA StatiCa Connection utilise des formules empiriques de l'Eurocode (EN 1992-4-7.2.2) <strong>pour la conception d'ancrage </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM)</strong></a>. Tous les types de rupture causés par l'effort de cisaillement peuvent être évalués dans l'application Connection.</p>\n<figure data-asset-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" data-image-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5929bf71-34da-46ae-b406-852cc91bcfc6/28.png\" data-asset-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" data-image-id=\"457df143-9dfb-4d48-8087-e37ff0514ea1\" alt=\"\"></figure>\n<p>Dans IDEA StatiCa Detail 3D, le cisaillement peut être transféré par frottement, tiges ou bêches. Il est important de préciser que seules les semelles sont évaluées. Les tiges et bêches doivent être vérifiées dans Connection ou ailleurs. Encore une fois, il faut souligner que seul le béton armé est autorisé.</p>\n<h4>a) Rupture d'acier sans bras de levier</h4>\n<p>La rupture d'acier sans bras de levier des tiges chargées en cisaillement n'est vérifiée que dans Connection. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>L'évaluation n'est pas possible dans Detail.</p>\n<h4>b) Rupture d'acier avec bras de levier</h4>\n<p>La rupture d'acier avec bras de levier des tiges chargées en cisaillement n'est vérifiée que dans Connection. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>L'évaluation n'est pas possible dans Detail.</p>\n<h4>c) Rupture par effet de levier du béton</h4>\n<p>La rupture par effet de levier du béton des tiges chargées en cisaillement n'est vérifiée que dans Connection. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>La capacité de cisaillement de béton à travers le pied de poteau est ensuite évaluée dans l'application Detail.</p>\n<h4>d) Rupture du bord de béton</h4>\n<p>La rupture du bord de béton des tiges chargées en cisaillement n'est vérifiée dans Connection que pour le béton standard. La résistance au cisaillement de la tige est vérifiée dans IDEA StatiCa Connection selon la formule suivante :</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>La rupture du bord de béton peut être vérifiée dans Detail (béton armé uniquement).</p>\n<h4>Vérifications supplémentaires pour les blocs de béton armé :</h4>\n<p>Pour les semelles armées, une évaluation supplémentaire de ferraillage est nécessaire. La rupture d'acier du ferraillage et la rupture d'ancrage du ferraillage font partie de l'évaluation du ferraillage dans Detail.</p>\n<p><strong>e) Rupture d'acier du ferraillage supplémentaire</strong></p>\n<p><strong>f) Rupture d'ancrage du ferraillage supplémentaire</strong></p>\n<h2>Conclusion</h2>\n<p>L'avantage le plus significatif peut être trouvé dans des exemples tels que l'ancrage près d'un bord et d'autres cas où le béton standard ne correspond pas à la charge requise. Il faut spécifier que les tiges et bêches doivent faire l'objet d'une évaluation supplémentaire dans Connection, mais ensemble, ces deux outils fournissent une solution complète.</p>\n<p>En raison de la méthode et de la manière dont l'application est conçue, l'<strong>application Detail ne convient qu'aux semelles armées.</strong></p>"
},
"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",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "Anchoring",
"codename": "anchoring"
},
{
"name": "Connection",
"codename": "connection"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"rn_24_1__3d_detail_out_of_beta"
],
"linkedItems": [
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 3800
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "verification-complete-des-tiges-et-blocs-de-beton-avec-idea-statica"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"verification-complete-des-tiges-et-blocs-de-beton-avec-idea-statica\",\"[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": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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": "complete_code_check_of_anchors_and_concrete_block_",
"collection": "default",
"id": "a7ab6b2a-6a4d-4255-ac9a-59983cf145c5",
"language": "fr-FR",
"lastModified": "2025-02-28T15:33:23.421858Z",
"name": "Complete code-check of anchors and concrete block with IDEA StatiCa (EN)",
"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": 3350
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "full-functionalities-of-detail-3d"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"full-functionalities-of-detail-3d\",\"[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": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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": "n3d_detail_in_24_1",
"collection": "default",
"id": "ec8d6712-8602-4a36-8646-5c537fa19db8",
"language": "en-US",
"lastModified": "2025-12-05T12:59:38.2672844Z",
"name": "Full functionalities of Detail 3D",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Les 10 questions les plus fréquemment posées sur l'ancrage 3D."
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "01 1.png",
"description": null,
"type": "image/png",
"size": 480854,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6325e1ce-ba7d-4457-a033-f412b842a705/01%201.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": "Découvrez les réponses aux 10 questions fréquentes sur l'ancrage 3D dans IDEA StatiCa Detail. \nBasées sur nos webinaires, ces réponses partagent les meilleures pratiques, les pièges de modélisation à éviter et les éléments clés pour assurer la fiabilité de vos calculs."
},
"content": {
"images": [
{
"description": null,
"imageId": "0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a647eea7-a4e9-4b88-ad67-1d3076d93079/fig_1.png",
"height": 562,
"width": 1606
},
{
"description": null,
"imageId": "37cd7a92-6714-478f-be31-a95a18f81bd0",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4047322b-1886-4030-90eb-6df30a861a00/fig_2.png",
"height": 678,
"width": 1723
},
{
"description": null,
"imageId": "68f9c4ab-80c2-4901-ba4d-94849cd52d38",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a5c9f11-12d7-432f-95aa-517d420810ce/fig_3.png",
"height": 797,
"width": 1584
},
{
"description": null,
"imageId": "c334ada2-8202-4972-98e7-633c2cf2b65f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/341548e5-af27-4363-b1e6-1b85cf7303a2/fig_4.png",
"height": 581,
"width": 1716
},
{
"description": null,
"imageId": "d7699790-0998-4ffd-8fc8-86d824451d7c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cc49b2be-049e-43f6-bf2d-ecacfcb6eb0a/fig_5.png",
"height": 709,
"width": 1616
},
{
"description": null,
"imageId": "03a4b8aa-c047-4799-87d5-0df195a891e5",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9ea68dd-7d49-4224-8b0c-5c9a91bf4202/fig_6.png",
"height": 699,
"width": 1758
},
{
"description": null,
"imageId": "0cee9e1c-30d7-4f99-b833-cb915a8a5620",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfe0c5cc-be52-456d-b534-4a407f3b417b/fig_7.png",
"height": 658,
"width": 1605
},
{
"description": null,
"imageId": "a2e731b9-a69a-4518-b6e9-da26b921acfc",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png",
"height": 600,
"width": 1601
},
{
"description": null,
"imageId": "bdd9c4e0-a0cd-47e3-998a-362d57009d1a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c52342a2-48e4-4c7e-8ce0-a6d60dbae041/fig_9.png",
"height": 627,
"width": 1776
},
{
"description": null,
"imageId": "67bdf601-8d7f-4e71-aaf5-161af569fa02",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png",
"height": 717,
"width": 1663
}
],
"linkedItemCodenames": [
"n4860c3a6_2b94_0133_4541_34794e486d10",
"n60dba8f2_8efa_0131_1635_311f83f91b54",
"ac3f7aa4_1402_0130_f1d3_e05e058cac3b",
"n86c0e5b8_96b6_011b_0da1_5fee3e625fef"
],
"linkedItems": [
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/NKS0oVKl-NE"
}
},
"system": {
"codename": "n4860c3a6_2b94_0133_4541_34794e486d10",
"collection": "default",
"id": "4860c3a6-2b94-0133-4541-34794e486d10",
"language": "fr-FR",
"lastModified": "2025-09-18T07:08:00.6369857Z",
"name": "4860c3a6-2b94-0133-4541-34794e486d10",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"url": {
"name": "Video URL",
"type": "text",
"value": "https://youtu.be/-BEgG-vKkLs"
}
},
"system": {
"codename": "n60dba8f2_8efa_0131_1635_311f83f91b54",
"collection": "default",
"id": "60dba8f2-8efa-0131-1635-311f83f91b54",
"language": "fr-FR",
"lastModified": "2025-09-18T07:08:00.6369857Z",
"name": "60dba8f2-8efa-0131-1635-311f83f91b54",
"sitemapLocations": [],
"type": "video",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Intéressé par les solutions d'ancrage ?"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Obtenez votre devis personnalisé"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": ""
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [
"landing_page_quote_request"
],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ac3f7aa4_1402_0130_f1d3_e05e058cac3b",
"collection": "default",
"id": "ac3f7aa4-1402-0130-f1d3-e05e058cac3b",
"language": "fr-FR",
"lastModified": "2025-09-18T07:08:00.6369857Z",
"name": "ac3f7aa4-1402-0130-f1d3-e05e058cac3b",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Pour en savoir plus"
},
"description": {
"name": "Description",
"type": "text",
"value": "Wil je meer weten over verankering en de 3D oplossing?"
},
"featured_articles": {
"name": "Featured articles",
"type": "modular_content",
"value": [
"what_can_3d_anchoring",
"bp_25_0__unlock_new_possibilities_with_advanced_an"
],
"linkedItems": []
},
"support_center_articles": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"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": [],
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n86c0e5b8_96b6_011b_0da1_5fee3e625fef",
"collection": "default",
"id": "86c0e5b8-96b6-011b-0da1-5fee3e625fef",
"language": "fr-FR",
"lastModified": "2025-09-18T07:08:00.6369857Z",
"name": "86c0e5b8-96b6-011b-0da1-5fee3e625fef",
"sitemapLocations": [],
"type": "widget_support_center_articles",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "detail_3d___known_limitations",
"linkId": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92",
"urlSlug": "known-limitations-for-detail-3d",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>1. Pourquoi le calcul a-t-il été arrêté prématurément ?</h2>\n<p>Le modèle CSFM 3D est conçu pour garantir des simulations précises et fiables. C’est pourquoi il intègre des critères d'arrêt rigoureux. Pour en savoir plus, consultez notre <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">algorithme de contrôle pour 3D CSFM</a> dans le cadre théorique.</p>\n<p><strong>Option \"Stop at Limit Strain\" activée par défaut</strong><br>\nCette fonctionnalité cruciale interrompt le calcul dès que certains critères de déformation (UGT) sont dépassés. Nous vérifions l'épuisement pour le béton, l'armature et l'ancrage :</p>\n<ul>\n <li><strong>Béton</strong> : Une déformation maximale de 5 % en compression et de 7 % en traction est appliquée pour garantir la convergence des calculs.</li>\n <li><strong>Armatures</strong> : La déformation plastique est limitée à 5 % pour assurer la sécurité et la performance.</li>\n <li><strong>Ancrages</strong> : L'évaluation se base sur les valeurs limites de glissement, plutôt que sur les contraintes d'adhérence, afin d’optimiser la stabilité.</li>\n</ul>\n<p><strong>Causes d'une non-convergence</strong></p>\n<p>Lorsque le calcul ne converge pas, plusieurs facteurs peuvent être en jeu. La cause la plus fréquente est l'absence d'armature adéquate. D'autres facteurs peuvent inclure un modèle mal supporté, entraînant de grandes déformations, ou une conception surchargée pour les forces spécifiées.</p>\n<figure data-asset-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" data-image-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a647eea7-a4e9-4b88-ad67-1d3076d93079/fig_1.png\" data-asset-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" data-image-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" alt=\"\"></figure>\n<h2>2. Quel soutien dois-je appliquer dans le détail ?</h2>\n<p>Dans l'application <strong>3D Detail</strong>, vous pouvez appliquer des appuis surfaciques avec une rigidité dans toutes les directions. Par défaut, ces supports offrent une rigidité en compression uniquement (Compression-Only), mais il est possible de sélectionner une option qui inclut également la rigidité en traction. Voici deux approches clés à considérer :</p>\n<ul>\n <li><strong>Fondations reposant sur le sol</strong><br>\nUtilisez un appui qui offre une rigidité en compression uniquement. <strong>Attention</strong> : veillez à ajouter manuellement le poids propre comme cas de charge, car cela n'est pas fait automatiquement. Ce poids propre est essentiel pour prévenir le renversement du bloc de béton.</li>\n <li><strong>Sous-modèles d'éléments en béton plus grands</strong><br>\nOptez pour un support capable de fonctionner à la fois en compression et en traction. Dans ce cas, il est crucial d'appliquer une armature qui traverse la surface. Cela permet de dissiper toute contrainte de traction par l'armature. Sans cela, des tensions de traction élevées peuvent rapidement apparaître dans le béton, dépassant ainsi le critère d'arrêt de 7 %.</li>\n</ul>\n<p>Pour des informations détaillées sur les fonctionnalités de <strong>Detail 3D</strong>, consultez notre section sur les <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=full-functionalities-of-detail-3d&type=support_center_article#ultimate-limit-state-checks\">Fonctionnalités complètes de Detail 3D.</a></p>\n<figure data-asset-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" data-image-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4047322b-1886-4030-90eb-6df30a861a00/fig_2.png\" data-asset-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" data-image-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" alt=\"\"></figure>\n<h2>3. Pourquoi est-il si important de respecter les règles d'exécution ?</h2>\n<p>La conformité aux règles de détail de la norme est essentielle pour garantir la sécurité et la performance des structures en béton. L'armature doit inclure des éléments supplémentaires pour le transfert des forces de traction et transversales, conformément à l'<strong>EN 1992-4</strong>. Cette application assure un transfert de forces efficace : la compression est absorbée par le béton, tandis que la tension est gérée par l'armature. Étant donné que le béton n’a pas de résistance à la traction, un renforcement adéquat est crucial.</p>\n<p><strong>À noter</strong> : Ces règles de détail ne sont pas automatisées. Il incombe à l'utilisateur d'ajouter manuellement les armatures appropriées. L'ingénieur structurel est donc responsable de garantir que l'armature est correcte et conforme aux normes du bloc de béton.</p>\n<figure data-asset-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" data-image-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a5c9f11-12d7-432f-95aa-517d420810ce/fig_3.png\" data-asset-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" data-image-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" alt=\"\"></figure>\n<h2>4. Comment modéliser correctement le transfert des forces transversales ?</h2>\n<p>Le transfert des efforts de cisaillement peut se faire par frottement, ancrages ou falaise de cisaillement, mais il est crucial de choisir une seule méthode à la fois.</p>\n<p><strong>Utilisation du frottement :</strong><br>\nPour garantir une modélisation efficace, assurez-vous que la séquence des cas de charge est correcte : commencez par appliquer la pression (permanente), suivie du cisaillement (variable). Une séquence incorrecte pourrait entraîner un phénomène où la semelle \"s’envole\".</p>\n<p>Avec une séquence de charge correcte et un coefficient de frottement fixé à <strong>0,25</strong>, vous pouvez transmettre 25 % de la force de compression en tant que force de cisaillement. Les taquets de cisaillement transmettent entièrement la force transversale, mais il est important de noter qu'ils ne sont pas contrôlés dans <strong>IDEA StatiCa Detail</strong>. Vérifiez d'abord les chapes dans <strong>IDEA StatiCa Connection</strong> avant de les importer dans Detail.</p>\n<p><strong>Pour les ancrages :</strong><br>\nL'utilisateur peut identifier quels ancrages sont efficaces pour le cisaillement. Cependant, ils ne sont pas vérifiés pour le cisaillement dans Detail. Assurez-vous de vérifier leur capacité dans Connection avant de procéder à leur simulation dans Detail.</p>\n<figure data-asset-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" data-image-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/341548e5-af27-4363-b1e6-1b85cf7303a2/fig_4.png\" data-asset-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" data-image-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" alt=\"\"></figure>\n<h2>5. À quoi dois-je faire attention lors de l'exportation de Connection vers Detail ?</h2>\n<p>Lors de l'exportation, il est crucial de vérifier comment les forces sont appliquées. Les forces peuvent être appliquées soit directement aux ancrages, soit aux semelles. Étant donné que les ancrages et les semelles sont modélisés comme des éléments distincts, le transfert des forces entre eux doit être déclenché manuellement par le biais de contraintes.</p>\n<ul>\n <li><strong>Exportation du modèle d'ancrage depuis IDEA StatiCa Connection</strong><br>\nLorsque vous exportez le modèle d'ancrage (voir par exemple le lien <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM Connection to Detail - Ancrage à charge excentrée</a>), le transfert de la force axiale entre les ancres et la semelle est désactivé. Cela permet d'éviter toute pression supplémentaire non désirée sur la semelle. Les forces axiales sont découplées et se trouvent déjà directement dans les ancrages, tandis que les forces de cisaillement sont transmises via la semelle. Ainsi, la case pour le transfert des forces axiales est désactivée et celle pour le transfert des forces de cisaillement est activée dans l'image ci-dessous lors de l'exportation du modèle à partir de Connection.</li>\n <li><strong>Lorsque vous n'exportez pas le modèle de Connection</strong><br>\nDans ce cas, la charge est placée directement sur la semelle, et vous avez la possibilité d'activer le transfert des forces axiales et de cisaillement entre la semelle et les ancrages.</li>\n</ul>\n<figure data-asset-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" data-image-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cc49b2be-049e-43f6-bf2d-ecacfcb6eb0a/fig_5.png\" data-asset-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" data-image-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" alt=\"\"></figure>\n<h2>6. Quelle rigidité de la semelle doit être définie ?</h2>\n<p>La définition de la rigidité correcte de la semelle est cruciale pour obtenir des résultats fiables. La figure ci-dessous compare trois modèles différents :</p>\n<ul>\n <li><strong>Semelle souple exportée de Connection</strong></li>\n <li><strong>Semelle souple modélisée directement dans Detail 3D avec une charge appliquée sur un seul point</strong></li>\n <li><strong>Semelle rigide avec une épaisseur accrue, également chargée sur un seul point</strong></li>\n</ul>\n<p>Les résultats de l'analyse ont révélé que les plaques flexibles modélisées directement dans Detail 3D produisaient des distributions de contraintes imprécises et des effets d'arrachement artificiels. En revanche, la plaque rigide a éliminé ces problèmes, offrant des résultats cohérents avec ceux obtenus par l'exportation de la connexion.</p>\n<p>Il est intéressant de noter que les forces d'ancrage étaient similaires dans le premier et le troisième modèle, tandis que le second modèle (plaque flexible dans Detail 3D) a surestimé les forces d'ancrage de plus de <strong>30 %</strong>, ce qui en fait une approximation inexacte.</p>\n<p><strong>Conclusion :</strong> Pour optimiser l'interaction entre la semelle et le béton, il est recommandé d'utiliser une semelle rigide lorsque vous ne l'exportez pas depuis Connection et que vous appliquez une charge en un seul point. Cela garantit que les résultats reflètent le plus fidèlement possible la réalité.</p>\n<figure data-asset-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" data-image-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9ea68dd-7d49-4224-8b0c-5c9a91bf4202/fig_6.png\" data-asset-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" data-image-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" alt=\"\"></figure>\n<h2>7. Qu'en est-il de la contrainte de contact ?</h2>\n<p>Dans Connection, il est possible d'établir un contact entre deux plaques et d'afficher la tension de contact. Cependant, l'exportation de l'ancrage de Connection vers Detail ne permet pas d'importer cette tension de contact, ce qui constitue une limitation (voir <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Limitation connue pour Detail 3D</a>). La conséquence de l'absence d'effets causés par la tension de contact est que les forces importées ne sont pas équilibrées sur la semelle et que le calcul n'a pas pu être effectué en raison de l'énorme déformation de la plaque d'acier et de la déviation du modèle.</p>\n<p>Comment résoudre ce problème ?</p>\n<ul>\n <li>méthode 1 - ne pas utiliser le contact dans le modèle de connexion (le contact est justifiable dans un nombre limité de cas)</li>\n <li>solution 2 - modéliser l'ancrage directement dans l'application Detail avec la plaque de base rigide (voir question 6).</li>\n</ul>\n<figure data-asset-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\" data-image-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfe0c5cc-be52-456d-b534-4a407f3b417b/fig_7.png\" data-asset-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\" data-image-id=\"0cee9e1c-30d7-4f99-b833-cb915a8a5620\" alt=\"\"></figure>\n<h2>8.Pourquoi la tension d'attache dépasse-t-elle 99,9 % si rapidement ?</h2>\n<p>Dans de nombreux modèles, la tension d'attache dans l'ancrage dépasse rapidement <strong>99,9 %</strong> d'utilisation, même pour des niveaux de charge très faibles. Ce phénomène s'explique par le comportement observé dans le diagramme contrainte-déformation de la connexion entre l'ancrage/renforcement et le béton, comme illustré dans la figure ci-dessous.</p>\n<p>La liaison (Bond) atteint rapidement sa contrainte ultime, et toute charge supplémentaire entraîne une déformation plastique, souvent appelée <strong>glissement</strong>. Pour une compréhension plus précise, il est utile d'examiner les valeurs de <strong>Ftot / Flim</strong>.</p>\n<p>Pour en savoir plus sur la force d'adhérence ultime des ancrages adhésifs, consultez notre article <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=bond-strength-for-anchors-in-detail-3d&type=support_center_article#ultimate-limit-state-checks\">Force d'adhérence des ancrages dans Detail 3D.</a></p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. Comment dois-je gérer les paramètres de maillage ?</h2>\n<p>La qualité du maillage est essentielle pour les simulations 3D, en particulier pour les problèmes non linéaires, car elle influence directement le temps de calcul et la précision des résultats.</p>\n<p>Le facteur de multiplication du maillage peut varier de <strong>0,5 à 5</strong>, avec <strong>1</strong> comme valeur par défaut. Voici quelques points à considérer :</p>\n<ul>\n <li><strong>Facteur de 5</strong> : Utiliser un facteur de 5 peut accélérer les simulations et aider à identifier des erreurs potentielles, mais cela peut également entraîner des résultats imprécis, avec des erreurs pouvant dépasser <strong>30 %</strong>.</li>\n <li><strong>Facteur de 1 ou moins</strong> : Une fois le modèle vérifié, il est conseillé de revenir à un facteur de 1 ou moins pour obtenir des contraintes et des déformations précises, bien que cela augmente le temps d'analyse.</li>\n <li><strong>Maillage grossier</strong> : Un facteur plus élevé est approprié pour la conception préliminaire, permettant une évaluation rapide des concepts.</li>\n <li><strong>Maillage fin</strong> : Un facteur plus faible est recommandé pour la simulation finale, car il fournit des résultats plus précis, notamment autour des ancrages.</li>\n</ul>\n<p>En résumé, adaptez le maillage selon l'étape de votre projet pour équilibrer efficacité et précision.</p>\n<figure data-asset-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" data-image-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c52342a2-48e4-4c7e-8ce0-a6d60dbae041/fig_9.png\" data-asset-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" data-image-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" alt=\"\"></figure>\n<h3>Est-il possible d'importer plusieurs ancrages ?</h3>\n<p>Oui, il est tout à fait possible d'importer plusieurs ancrages. Que se passe-t-il après l'exportation de ces ancrages multiples de la connexion vers Detail ?</p>\n<p>Lors de l'importation, plusieurs blocs de béton sont créés dans Detail, en fonction du nombre d'embases présentes dans la connexion, chaque embase ayant son propre élément en béton. Cependant, il existe une limitation importante : les blocs de béton multiples ne sont pas pris en charge dans Detail (voir <strong>Limitation connue pour Detail 3D</strong>).</p>\n<p>Pour contourner cette limitation, l'utilisateur doit supprimer tous les blocs sauf un et relier toutes les autres semelles à ce bloc unique. Cela permet d'obtenir une distribution correcte des forces d'ancrage et de soudure.</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<h3>Conclusion</h3>\n<p>Le <strong>CSFM 3D</strong> dans <strong>IDEA StatiCa Detail</strong> est un outil puissant pour modéliser le comportement non linéaire du béton et de l'armature, en conformité avec l'Eurocode et l'ACI. Il traite efficacement les interactions de liaison, les zones de traction et de compression, ainsi que les dispositions des armatures, fournissant des solutions robustes pour l'ancrage et le transfert de charge.</p>\n<p>Les critères intégrés garantissent que les calculs s'arrêtent lorsque les limites de déformation critiques sont atteintes, et une bonne présentation des armatures est essentielle pour obtenir des résultats réalistes. La qualité du maillage est également cruciale pour la précision des simulations : un maillage plus fin offre une plus grande précision, mais nécessite un temps d'analyse plus long.</p>\n<p>N’oubliez pas que le renforcement supplémentaire, le transfert des forces transversales et des paramètres d'exportation appropriés sont des éléments clés pour des conceptions précises conformes aux normes.</p>\n<p>Pour des informations plus détaillées, nous vous invitons à visionner le webinaire <strong>10 Most Frequently Asked Questions for 3D Anchoring</strong> (Les 10 questions les plus fréquemment posées sur l'ancrage 3D) ou le webinaire en néerlandais sur <strong>3D Detail : Calcul d'ancrage avec renforcement dans 3D Detail</strong>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4860c3a6_2b94_0133_4541_34794e486d10\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n60dba8f2_8efa_0131_1635_311f83f91b54\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ac3f7aa4_1402_0130_f1d3_e05e058cac3b\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n86c0e5b8_96b6_011b_0da1_5fee3e625fef\"></object>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
},
{
"name": "Anchoring",
"codename": "anchoring"
},
{
"name": "Connection",
"codename": "connection"
}
],
"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": "les-10-questions-les-plus-frequemment-posees-sur-l-ancrage-3d"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"10-questions-cles-sur-l-ancrage-3d-dans-le-detail\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": []
},
"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": "10 questions clés sur l'ancrage 3D dans le détail"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Cet article répond aux dix questions les plus fréquemment posées sur l'ancrage 3D dans IDEA StatiCa Detail. Cet article présente les meilleures pratiques, les pièges courants de la modélisation et des conseils pour l'analyse des résultats."
},
"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": "<p><br></p>"
},
"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": "n3d_detail___anchoring_faq",
"collection": "default",
"id": "e97832be-6bbd-4c1a-b146-346dd38f3ed7",
"language": "fr-FR",
"lastModified": "2025-09-18T07:08:00.6369857Z",
"name": "10 most important questions about 3D anchoring in Detail",
"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": 3500
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "known-limitations-for-detail-3d"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"detail-3d-known-limitations\",\"[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": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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: Translated on 11.11.2025 19:13</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": "detail_3d___known_limitations",
"collection": "default",
"id": "4c908003-c3bb-4c0d-80ca-2c29cc8eef92",
"language": "en-US",
"lastModified": "2025-12-05T13:29:21.6039108Z",
"name": "Known limitations for Detail 3D",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Tri-axial stress – the active confinement effect"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Tri-axial test intro.png",
"description": null,
"type": "image/png",
"size": 99208,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3cf015b1-1ff9-4adb-8a91-f1efcf13f05f/Tri-axial%20test%20intro.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": "In this article, we explain and verify the confinement effect (the increase in concrete strength due to tri-axial compressive strength) in 3D CSFM implemented in the IDEA StatiCa Detail application. The verification article is focused on active confinement only."
},
"content": {
"images": [
{
"description": null,
"imageId": "267e3d53-b814-4a9e-8ece-f1295cb99094",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c82248d-2921-4a12-8752-4ed3b69cb201/32.png",
"height": 417,
"width": 1176
},
{
"description": null,
"imageId": "f0359fcd-2033-4b19-a6dd-154dc0bbfa82",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ca2aece-2d9e-4ac9-a3e2-fb9938b610e0/Mohrs%20circles%20for%20real%20concrete.png",
"height": 562,
"width": 1208
},
{
"description": null,
"imageId": "4ada49d8-d60e-44d9-a343-a0b88366cb7a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a356c004-fcd0-4557-9209-da5d8264edae/Mohrs%20circles%20for%20concrete%20in%20Detail.png",
"height": 800,
"width": 1865
},
{
"description": null,
"imageId": "0745573b-ce79-4aca-84fe-1d43cf4802c3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7494607-2b43-4caa-a8e1-0f4288da7e11/Tri-axial%20test.png",
"height": 527,
"width": 800
},
{
"description": null,
"imageId": "bcefe73a-3380-47e4-8de0-53a0ad3fbe85",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb50b0f7-cced-42a8-ae95-53f49b768cdb/Eq%20stress%20step%201.png",
"height": 600,
"width": 800
},
{
"description": null,
"imageId": "64847678-e025-4afd-b504-f78296ce7881",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0aeb3a83-a813-4b7e-ab8a-2c5be92749fe/Stop%20criterion%20after%202.%20step.png",
"height": 1150,
"width": 1920
},
{
"description": null,
"imageId": "7e5e0cbf-2c7d-456c-a7e3-5b0eae9eae90",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/399058ba-db6c-445e-8468-98eb0a4d4607/Load%20stress%20step%202.png",
"height": 600,
"width": 1600
},
{
"description": null,
"imageId": "6a5d81a7-da32-45e1-bee7-3b2769615a5d",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8d6859d-2d6f-4ac9-ab6c-1d1aa11c4d42/Tri-axial%20ABAQUS.png",
"height": 750,
"width": 1500
},
{
"description": null,
"imageId": "3431843e-a5eb-41d4-aa9f-b0b57492f2a6",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d7b7d8b7-4c82-42de-bcb4-f3c0c8b93f48/Tri-axial%20ABAQUS%20comparison.png",
"height": 760,
"width": 1137
}
],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Introduction</h2>\n<p>The confinement effect in concrete structures refers to the phenomenon where the strength and ductility of concrete are significantly improved due to lateral pressure (active) or confinement provided by surrounding materials (passive), such as steel reinforcement or external jackets. This effect is particularly important in enhancing the performance of concrete in compression, especially under high loads. </p>\n<p>Here are the key aspects of the confinement effect in concrete structures:</p>\n<ol>\n <li><strong>Increased strength</strong>: Confinement increases the compressive strength of concrete. When lateral pressure is applied, it restrains the lateral expansion of the concrete, allowing it to sustain higher axial loads before failing.</li>\n <li><strong>Enhanced ductility</strong>: Confined concrete exhibits greater ductility, meaning it can undergo larger deformations before failure. </li>\n <li><strong>Behavior under load</strong>: Confinement changes the failure mode of concrete from a brittle, sudden failure to a more ductile, gradual one. This change in failure mode is beneficial for the safety and integrity of structures under extreme loading conditions.</li>\n <li><strong>Design considerations</strong>: The design of confined concrete members involves calculating the amount and arrangement of confining reinforcement to achieve the desired strength and ductility. Standards and codes, such as EN (Eurocode) guidelines, provide formulas and guidelines for designing confined concrete elements.</li>\n <li><strong>Applications</strong>: Active confinement is considered while designing, for example, partially loaded areas, concrete hinges, etc.</li>\n</ol>\n<p>In the following figure, you can notice how the stress-strain diagram and bearing capacity can differ for unconfined and confined concrete.</p>\n<figure data-asset-id=\"267e3d53-b814-4a9e-8ece-f1295cb99094\" data-image-id=\"267e3d53-b814-4a9e-8ece-f1295cb99094\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c82248d-2921-4a12-8752-4ed3b69cb201/32.png\" data-asset-id=\"267e3d53-b814-4a9e-8ece-f1295cb99094\" data-image-id=\"267e3d53-b814-4a9e-8ece-f1295cb99094\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Confinement effect and influence on the bearing capacity of structures}}}\\]</em></p>\n<p>Before we get into the example itself, let's recall how the concrete material is defined in the application.</p>\n<h2>Concrete material definition in IDEA StatiCa Detail</h2>\n<p>3D CSFM defines the concrete behavior based on the <strong>Mohr-Coulomb plasticity theory</strong> for monotonic loading.</p>\n<p>In general, for a given angle of internal friction of the concrete, which is around <em>φ = 30°</em>, the tensile and compressive strengths of the concrete Mohr's circles can be constructed as in Figure 2.</p>\n<figure data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ca2aece-2d9e-4ac9-a3e2-fb9938b610e0/Mohrs%20circles%20for%20real%20concrete.png\" data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 2\\qquad Mohr's circles for concrete}}}\\]</em></p>\n<p>Where <em>f</em><em><sub>c</sub></em> is concrete strength in compression, <em>f</em><em><sub>ct</sub></em> is concrete strength in tension, <em>φ</em> is the angle of internal friction, and σ<em><sub>c</sub></em><sub>1</sub><em>, </em>σ<em><sub>c</sub></em><sub>3</sub> are the principal stresses of concrete under triaxial compression.</p>\n<p>It can be noticed that as the principal stress σ<em><sub>c</sub></em><sub>3</sub> increases, the maximal possible difference between the values of σ<em><sub>c</sub></em><sub>3</sub> and σ<em><sub>c</sub></em><sub>1</sub>, which we define as maximal σ<em><sub>c,eq</sub></em> (see below), also increases.</p>\n<p>In 3D CSFM as implemented in IDEA StatiCa Detail, the angle of internal friction is considered as <em>φ = 0°, </em>as shown in Figure 3.</p>\n<figure data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a356c004-fcd0-4557-9209-da5d8264edae/Mohrs%20circles%20for%20concrete%20in%20Detail.png\" data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 3\\qquad Mohr's circles for concrete implemented in IDEA StatiCa Detail}}}\\]</em></p>\n<p>The practical consequence of this implementation is that the maximum difference between σ<em><sub>c</sub></em><sub>3</sub> and σ<em><sub>c</sub></em><sub>1</sub> is constant as σ<em><sub>c</sub></em><sub>3</sub> increases. </p>\n<p><strong>Equivalent Principal Stress expresses the equivalent \"damaging\" uni-axial stress for a general tri-axial stress state.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>The σ<em><sub>c,eq</sub></em> value can, therefore, be directly compared with uniaxial strength limits according to codes.</p>\n<p>Comparing Figure 2, where the real angle of internal friction is used, and Figure 3, which shows the Mohr-Coulomb theory's implementation with a zero angle of internal friction, it can be seen that the approach chosen for the calculations in the Detail application is very conservative for the assessment of the triaxial stress state. Note that the model with zero friction angle resembles the Tresca model, with tension cut-off.</p>\n<p>Read more in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>Structural design of concrete 3D discontinuities in IDEA StatiCa Detail</strong></a></p>\n<h2>Triaxial test – an active confinement example</h2>\n<p>In the example, we will simulate a triaxial test to explain how the triaxial pressure effect is implemented in 3D CSFM in IDEA StatiCa Detail. This will, therefore, be an example of <strong>active confinement</strong>. All calculations will be in characteristic values.</p>\n<p>The model is of the solid block type with plan dimensions 1.0 x 1.0 m and a height of 3.0 m made of C30/37 concrete supported by a rigid surface support in the Z direction. Only for the sake of the stability of the analysis model, the X and Y directions are also included on the surface support with a neglectable stiffness value. The load is applied in two steps. In the first step, a hydrostatic pressure (σ<em><sub>c,</sub></em><sub>1</sub> = σ<em><sub>c,</sub></em><sub>2</sub> = σ<em><sub>c,</sub></em><sub>3</sub>) of 20 MPa is applied to the model. This high value, relative to the concrete strength, was chosen mainly to demonstrate the stability of the computational model.</p>\n<figure data-asset-id=\"0745573b-ce79-4aca-84fe-1d43cf4802c3\" data-image-id=\"0745573b-ce79-4aca-84fe-1d43cf4802c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7494607-2b43-4caa-a8e1-0f4288da7e11/Tri-axial%20test.png\" data-asset-id=\"0745573b-ce79-4aca-84fe-1d43cf4802c3\" data-image-id=\"0745573b-ce79-4aca-84fe-1d43cf4802c3\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 4\\qquad Triaxial test setup - model, load, and boundary conditions}}}\\]</em></p>\n<p>After calculating the model, we get the value σ<em><sub>c,eq</sub></em> = 0 MPa in the whole model. This corresponds to the previous definition of the implementation of the Mohr-Coulomb plasticity theory in Detail.</p>\n<figure data-asset-id=\"bcefe73a-3380-47e4-8de0-53a0ad3fbe85\" data-image-id=\"bcefe73a-3380-47e4-8de0-53a0ad3fbe85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/eb50b0f7-cced-42a8-ae95-53f49b768cdb/Eq%20stress%20step%201.png\" data-asset-id=\"bcefe73a-3380-47e4-8de0-53a0ad3fbe85\" data-image-id=\"bcefe73a-3380-47e4-8de0-53a0ad3fbe85\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 5\\qquad Equivalent Principal Stress - first calculation step}}}\\]</em></p>\n<p>In the second step, a surface load of 50 MPa is applied to the upper surface of the model. Note that this load is higher than the considered axial compressive strength of concrete of 30 MPa. The objective of the test is to demonstrate that no load greater than the compressive strength of the concrete will be applied in this step. The calculation should, therefore, stop so that the applied load equals the resulting value of σ<em><sub>c,eq</sub></em>.</p>\n<p>Let us now look at the results. As expected, the calculation was stopped because the plastic strain criteria in the concrete, which is 5%, were exceeded.</p>\n<figure data-asset-id=\"64847678-e025-4afd-b504-f78296ce7881\" data-image-id=\"64847678-e025-4afd-b504-f78296ce7881\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0aeb3a83-a813-4b7e-ab8a-2c5be92749fe/Stop%20criterion%20after%202.%20step.png\" data-asset-id=\"64847678-e025-4afd-b504-f78296ce7881\" data-image-id=\"64847678-e025-4afd-b504-f78296ce7881\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 7\\qquad Calculation result after the second step}}}\\]</em></p>\n<p>If we go through the results, we find that they match the assumptions defined above. This shows that the concrete model in Detail works correctly in terms of active confinement.</p>\n<figure data-asset-id=\"7e5e0cbf-2c7d-456c-a7e3-5b0eae9eae90\" data-image-id=\"7e5e0cbf-2c7d-456c-a7e3-5b0eae9eae90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/399058ba-db6c-445e-8468-98eb0a4d4607/Load%20stress%20step%202.png\" data-asset-id=\"7e5e0cbf-2c7d-456c-a7e3-5b0eae9eae90\" data-image-id=\"7e5e0cbf-2c7d-456c-a7e3-5b0eae9eae90\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 7\\qquad a) Applied load in step 2; b) Equivalent principal stress; c) Principal stresses σc,3 a σc,1}}}\\]</em></p>\n<p>The stress peaks that can be observed at the top and bottom surfaces are caused by the way of applying surface load and surface support to the edges of the mesh from tetrahedral elements with nodal rotations. And also the fact that the maximum nodal values from adjacent finite elements are always displayed in the Detail application. However, the subject of this article is not the specification of this method, so we will not pursue it further.</p>\n<h4>ABAQUS verification</h4>\n<p>In the next step, we will look at a comparison with models created in ABAQUS, where Mohr-Coulomb plasticity theory is also used to define concrete. We will compare the results from Detail with a real concrete model with an internal friction angle of 30°. Thus, we demonstrate the conservativeness of the approach in 3D CSFM.</p>\n<figure data-asset-id=\"6a5d81a7-da32-45e1-bee7-3b2769615a5d\" data-image-id=\"6a5d81a7-da32-45e1-bee7-3b2769615a5d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8d6859d-2d6f-4ac9-ab6c-1d1aa11c4d42/Tri-axial%20ABAQUS.png\" data-asset-id=\"6a5d81a7-da32-45e1-bee7-3b2769615a5d\" data-image-id=\"6a5d81a7-da32-45e1-bee7-3b2769615a5d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 7\\qquad ABAQUS model: a) Concrete mesh 2; b) Load definition; c) Principal stresses σc,3}}}\\]</em></p>\n<p>In ABAQUS, we created a model similar to the model in Detail. The definitions of material, boundary conditions, and loads are identical. On the other hand, the concrete mesh is simplified. The results for two calculations, one using <em>φ = 0°; c = 15 MPa and the second φ = 30°; c = 8.65 MPa</em>, are shown in the graph below as well as the comparison with other angles of internal friction <em>φ = </em>10°, 20°, 40°.</p>\n<figure data-asset-id=\"3431843e-a5eb-41d4-aa9f-b0b57492f2a6\" data-image-id=\"3431843e-a5eb-41d4-aa9f-b0b57492f2a6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d7b7d8b7-4c82-42de-bcb4-f3c0c8b93f48/Tri-axial%20ABAQUS%20comparison.png\" data-asset-id=\"3431843e-a5eb-41d4-aa9f-b0b57492f2a6\" data-image-id=\"3431843e-a5eb-41d4-aa9f-b0b57492f2a6\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 7\\qquad Comparison of 3D CSFM, an ABAQUS model with various angles of internal friction }}}\\]</em></p>\n<p>The graph shows the match between the 3D CSFM and ABAQUS models for <em>φ = 0°</em>. It is also clearly illustrated that the simplifications in the definition of the concrete material in 3D CSFM (the horizontal plastic branch of the stress-strain diagram and horizontal Mohr-Coulomb linear envelope), which lead to both better clarity and, more importantly, faster calculation, also lead, at least in terms of tri-axial stress, to conservative results. </p>\n<p>As a last point, it is worth mentioning that if we consider a hydrostatic stress higher than 20 MPa, the difference between models <em>φ = 0°</em> and other angles would be even greater.</p>\n<h2>Conclusion</h2>\n<p>It was shown and explained that the calculation in 3D CSFM is consistent with the assumptions reported in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical Background</a>. This was verified by comparison with ABAQUS models and the conservatism of the 3D CSFM approach to the tri-axial stress phenomenon was demonstrated.</p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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": "Verifications",
"codename": "verification_example"
}
],
"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": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "Concrete block",
"codename": "concrete_block"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "ACI (USA)",
"codename": "aci__usa_"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"confinement_effect_and_failure_hypothesis",
"n3d_detail_verification__anchor_test",
"n3d_detail_verification__simple_bend_test",
"theoretical_background_3d_detail"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9600
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "tri-axial-stress-the-active-confinement-effect"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"tri-axial-stress-the-active-confinement-effect\",\"[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": "Tri-axial stress – the active confinement effect"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "In this article, we explain and verify the confinement effect (the increase in concrete strength due to tri-axial compressive strength) in 3D CSFM implemented in the IDEA StatiCa Detail application, focusing on active confinement only."
},
"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": "<p><br></p>"
},
"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": "confinement_effect_and_failure_hypothesis",
"collection": "default",
"id": "738c9a41-0902-4013-8dd7-87b062dea2a5",
"language": "en-US",
"lastModified": "2024-08-22T12:24:42.9461784Z",
"name": "3D Detail verification: Tri-axial stress - Active confinement effect",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Columns subjected to high compressive loading – Passive confinement effect"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Passive reinforcement intro.png",
"description": null,
"type": "image/png",
"size": 115095,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/143bc0c3-2b8b-42d2-a992-9bbf2c0c0d93/Passive%20reinforcement%20intro.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": "In this article, we explain and verify the confinement effect (the increase in concrete strength due to tri-axial compressive strength) in 3D CSFM implemented in the IDEA StatiCa Detail application. The verification article is focused on passive confinement only."
},
"content": {
"images": [
{
"description": null,
"imageId": "1758cca9-168a-4db0-98c7-75c52d5e06fd",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff38065e-58f4-4de6-ae36-7f859e63e19f/Passive%20confinment%20model.png",
"height": 600,
"width": 895
},
{
"description": null,
"imageId": "91ad8e59-e06c-411f-8fe8-811fbb184a38",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6623bde0-2bef-429d-bdc7-8619c947b2a0/most%20important%20geometrical%20parameters.png",
"height": 845,
"width": 1367
},
{
"description": null,
"imageId": "f135df00-0be5-4566-bf2f-4f98374d4b15",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/38782f2d-a9f4-4eb7-a10b-16a298b9d0bc/Confined%20concrete%20area%20according%20to%20EC2.png",
"height": 837,
"width": 1355
},
{
"description": null,
"imageId": "a4484eb3-42a1-447a-8e18-eaf6ff15d0d3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/347a80eb-2fa9-45fb-905b-0467fd46546f/Confined%20concrete%20area%20according%20to%20SIA%20262.png",
"height": 496,
"width": 1173
},
{
"description": null,
"imageId": "a4a34e14-4c79-4e2f-bb7a-3bca03837987",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6056a8a4-94ea-43e1-974d-f85cd120b862/Passive%20confinement%20models.png",
"height": 958,
"width": 1355
},
{
"description": null,
"imageId": "b17363b9-988c-4c1d-adeb-334b40074b8c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/358337a5-e90c-487d-b844-b595f16be1f0/Passive%20confinement%20limit%20strain.png",
"height": 1030,
"width": 1915
},
{
"description": null,
"imageId": "ce160464-4bac-46e8-a9d2-e675977689f4",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03c627fb-abc9-460a-8076-320591572b40/0.75_1.5_4%20-%20intermidi.png",
"height": 489,
"width": 1495
},
{
"description": null,
"imageId": "c61d0a6b-cc7b-4175-b4e1-4d46fe902907",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abdce0f1-fc7d-4ee0-8e9e-ff7e68387e74/0.75_1.5_4%20-%20capacity.png",
"height": 353,
"width": 1352
},
{
"description": null,
"imageId": "4c4703b5-ace8-4e07-a9b4-879844b1d63c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5975a9e8-2bfb-4d3d-82af-b7e0195c1cfc/0.75_1.5_4%20-%20ratios.png",
"height": 354,
"width": 737
},
{
"description": null,
"imageId": "6443c137-40de-4dea-b2e4-9223682ee184",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0d6eed8-4316-4d91-a606-60b0d0a404f1/0.75_1.5_4%20-%20lbc.png",
"height": 632,
"width": 994
},
{
"description": null,
"imageId": "dd3afef2-c364-4e17-bfb8-fe1e5a289f8f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9043e607-1941-47ac-9832-5d5306eda1f0/1_1_4%20-%20intermidi.png",
"height": 611,
"width": 1485
},
{
"description": null,
"imageId": "63a0291a-cf92-4539-a6e5-677d1a92c0d9",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d08268c-6815-4628-84dc-361c064a4978/1_1_4%20-%20capacity.png",
"height": 608,
"width": 1334
},
{
"description": null,
"imageId": "cdd67cfb-6c53-42bf-b850-273dd1b214e3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6dee50d-146e-4694-8aaa-1538379b1645/1_1_4%20-%20ratios.png",
"height": 513,
"width": 719
},
{
"description": null,
"imageId": "1b69693e-5d58-431f-96fa-a3da72f2d05a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a5bbd9cb-0d03-41a0-9606-d1ca3265c9df/1_1_4%20-%20lbc.png",
"height": 610,
"width": 994
},
{
"description": null,
"imageId": "bf61b109-5f6a-441b-8302-58a2b09cb384",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7dde6f32-d58c-4e19-8835-c0101e6c7e62/0.75_2_5%20-%20lbc.png",
"height": 608,
"width": 1146
},
{
"description": null,
"imageId": "07db6188-a465-47f0-9d10-615bb8df7eac",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/222fccb8-f601-41fe-b2aa-290ae7e5351c/2_2_6%20-%20lbc.png",
"height": 614,
"width": 1147
}
],
"linkedItemCodenames": [
"ee09da0c_0ef6_0164_bae7_ba88270dd704",
"n3da22c56_c93b_0195_202d_02df21b941f6",
"n14a40d45_5e31_01fa_7d34_725af70e1e3f",
"n1bc8ae97_dcc3_0117_d9fb_2be2c6543497"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"images": {
"name": "Images",
"type": "modular_content",
"value": [
"passive_confinement___0_75_1_5_4___ratio",
"passive_confinement___0_75_1_5_4___nrconf"
],
"linkedItems": []
},
"styles": {
"name": "Gallery style",
"type": "multiple_choice",
"value": [
{
"name": "white with small images (default)",
"codename": "default"
}
]
},
"options": {
"name": "Gallery options",
"type": "multiple_choice",
"value": []
},
"cta_text": {
"name": "CTA text",
"type": "text",
"value": ""
},
"cta_link_url": {
"name": "CTA link URL",
"type": "text",
"value": ""
},
"cta_content_item_link": {
"name": "CTA content item link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "ee09da0c_0ef6_0164_bae7_ba88270dd704",
"collection": "default",
"id": "ee09da0c-0ef6-0164-bae7-ba88270dd704",
"language": "en-US",
"lastModified": "2025-10-08T11:55:18.1245282Z",
"name": "ee09da0c-0ef6-0164-bae7-ba88270dd704",
"sitemapLocations": [],
"type": "widget_image_gallery",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"images": {
"name": "Images",
"type": "modular_content",
"value": [
"passive_confinement___1_1_4___ratio",
"passive_confinement___1_1_4___nrconf"
],
"linkedItems": []
},
"styles": {
"name": "Gallery style",
"type": "multiple_choice",
"value": []
},
"options": {
"name": "Gallery options",
"type": "multiple_choice",
"value": []
},
"cta_text": {
"name": "CTA text",
"type": "text",
"value": ""
},
"cta_link_url": {
"name": "CTA link URL",
"type": "text",
"value": ""
},
"cta_content_item_link": {
"name": "CTA content item link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n3da22c56_c93b_0195_202d_02df21b941f6",
"collection": "default",
"id": "3da22c56-c93b-0195-202d-02df21b941f6",
"language": "en-US",
"lastModified": "2025-10-08T11:55:18.1245282Z",
"name": "3da22c56-c93b-0195-202d-02df21b941f6",
"sitemapLocations": [],
"type": "widget_image_gallery",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"images": {
"name": "Images",
"type": "modular_content",
"value": [
"passive_confinement___0_75_2_5___ratio",
"passive_confinement___0_75_2_5___nrconf"
],
"linkedItems": []
},
"styles": {
"name": "Gallery style",
"type": "multiple_choice",
"value": []
},
"options": {
"name": "Gallery options",
"type": "multiple_choice",
"value": []
},
"cta_text": {
"name": "CTA text",
"type": "text",
"value": ""
},
"cta_link_url": {
"name": "CTA link URL",
"type": "text",
"value": ""
},
"cta_content_item_link": {
"name": "CTA content item link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n14a40d45_5e31_01fa_7d34_725af70e1e3f",
"collection": "default",
"id": "14a40d45-5e31-01fa-7d34-725af70e1e3f",
"language": "en-US",
"lastModified": "2025-10-08T11:55:18.1245282Z",
"name": "14a40d45-5e31-01fa-7d34-725af70e1e3f",
"sitemapLocations": [],
"type": "widget_image_gallery",
"workflowStep": null,
"workflow": null
}
},
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": ""
},
"description": {
"name": "Description",
"type": "text",
"value": ""
},
"images": {
"name": "Images",
"type": "modular_content",
"value": [
"passive_confinement___2_2_6___ratio",
"passive_confinement___2_2_6___nrconf"
],
"linkedItems": []
},
"styles": {
"name": "Gallery style",
"type": "multiple_choice",
"value": []
},
"options": {
"name": "Gallery options",
"type": "multiple_choice",
"value": []
},
"cta_text": {
"name": "CTA text",
"type": "text",
"value": ""
},
"cta_link_url": {
"name": "CTA link URL",
"type": "text",
"value": ""
},
"cta_content_item_link": {
"name": "CTA content item link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n1bc8ae97_dcc3_0117_d9fb_2be2c6543497",
"collection": "default",
"id": "1bc8ae97-dcc3-0117-d9fb-2be2c6543497",
"language": "en-US",
"lastModified": "2025-10-08T11:55:18.1245282Z",
"name": "1bc8ae97-dcc3-0117-d9fb-2be2c6543497",
"sitemapLocations": [],
"type": "widget_image_gallery",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Introduction</h2>\n<p>The passive confinement effect in concrete structures refers to the phenomenon where the strength and ductility of concrete are significantly improved due to confinement provided by surrounding materials, such as steel reinforcement or external jackets. This effect is particularly important in enhancing the performance of concrete in compression, especially under high loads.</p>\n<p>Here are the key aspects of the confinement effect in concrete structures:</p>\n<ol>\n <li><strong>Increased strength</strong>: Confinement increases the compressive strength of concrete. When lateral pressure is applied, it restrains the lateral expansion of the concrete, allowing it to sustain higher axial loads before failing.</li>\n <li><strong>Enhanced ductility</strong>: Confined concrete exhibits greater ductility, meaning it can undergo larger deformations before failure. </li>\n <li><strong>Mechanisms of passive confinement</strong>:\n <ul>\n <li><strong>Internal confinement</strong>: Achieved through transverse reinforcement such as ties, stirrups, or spirals within reinforced concrete. These reinforcements prevent the concrete from cracking and bulging outward.</li>\n <li><strong>External confinement</strong>: Involves the use of external materials like fiber-reinforced polymer (FRP) wraps, steel jackets, or concrete jackets applied around the structural member. This method is often used for retrofitting and strengthening existing structures.</li>\n </ul>\n </li>\n <li><strong>Behavior under load</strong>: Confinement changes the failure mode of concrete from a brittle, sudden failure to a more ductile, gradual one. This change in failure mode is beneficial for the safety and integrity of structures under extreme loading conditions.</li>\n <li><strong>Design considerations</strong>: The design of confined concrete members involves calculating the amount and arrangement of confining reinforcement to achieve the desired strength and ductility. Standards and codes, such as EN (Eurocode) guidelines, provide formulas and guidelines for designing confined concrete elements.</li>\n <li><strong>Applications</strong>: Confinement is widely used in the design of columns, bridge piers, and other critical structural elements. It is also used in retrofitting and strengthening existing structures to improve their load-carrying capacity.</li>\n</ol>\n<p>In the following figure, you can observe how the stress-strain diagram and bearing capacity can differ for unconfined and confined concrete.</p>\n<figure data-asset-id=\"1758cca9-168a-4db0-98c7-75c52d5e06fd\" data-image-id=\"1758cca9-168a-4db0-98c7-75c52d5e06fd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ff38065e-58f4-4de6-ae36-7f859e63e19f/Passive%20confinment%20model.png\" data-asset-id=\"1758cca9-168a-4db0-98c7-75c52d5e06fd\" data-image-id=\"1758cca9-168a-4db0-98c7-75c52d5e06fd\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Stress-strain model proposed for monotonic loading of confined and unconfined concrete [2]}}}\\]</em></p>\n<h2>Columns subjected to high compressive loading – a passive confinement example</h2>\n<p>In this example, we compare several differently shaped columns subjected to high compressive loading with different topologies and reinforcement ratios, calculated in IDEA StatiCa Detail and calculated by different analytical approaches by Morger, et al. [1], which are given in several current standards – <em>fib</em> Model Code for Concrete Structures 2010 (MC 2010) [3], SIA 262:2013 Concrete Structures (SIA 262) [4], and Eurocode 2 - Design of concrete structures EN 1992-1-1:2023 (EC 2) [5].</p>\n<p>Before we get into the verification itself, let's recall the theoretical basics of 3D CSFM implemented in the application IDEA StatiCa Detail – <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>Structural design of concrete 3D discontinuities in IDEA StatiCa Detail</strong></a></p>\n<h3>Analytical methods</h3>\n<p>The whole verification is based on the analytical approaches already mentioned in [1]. In this text, we will only give a basic description of the analytical methods of calculation including the relevant formulas. For a better understanding, we recommend studying the paper [1] in more detail.</p>\n<p>The load-bearing resistance of an RC member in compression can be obtained by summing up the three individual components with their associated cross-sectional areas: (i) the uniaxial concrete compressive strength of the entire concrete cross-section, (ii) the compressive strength of the longitudinal reinforcement, and (iii) the increase in concrete compressive strength due to a triaxial stress state provided by confining reinforcement:</p>\n<p>\\[N_{R}=\\underset{(i)}{\\underbrace{f_{c}\\cdot A_{c}}}+\\underset{(ii)}{\\underbrace{(f_{sy.l}-f_{c})\\cdot A_{s.l}}}+\\underset{(iii)}{\\underbrace{\\Delta f_{conf}\\cdot A_{conf}}}\\]</p>\n<p>where <em>f</em><em><sub>c</sub></em> = uniaxial concrete compressive strength, <em>A</em><em><sub>c</sub></em> = concrete cross-section area, <em>f</em><em><sub>sy,l</sub></em> and <em>A</em><em><sub>s,l</sub></em> = yield strength and total cross-sectional area of longitudinal reinforcement, <em>Δf</em><em><sub>conf</sub></em> = concrete compressive strength increase due to confinement, and <em>A</em><em><sub>conf</sub></em> = governing confined concrete area.</p>\n<p>In this article, the coordinate system of an RC member in compression is chosen such that the loading direction coincides with the x-axis, which is referred to as the longitudinal direction. The y and z-directions are, thus, referred to as lateral directions.</p>\n<figure data-asset-id=\"91ad8e59-e06c-411f-8fe8-811fbb184a38\" data-image-id=\"91ad8e59-e06c-411f-8fe8-811fbb184a38\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6623bde0-2bef-429d-bdc7-8619c947b2a0/most%20important%20geometrical%20parameters.png\" data-asset-id=\"91ad8e59-e06c-411f-8fe8-811fbb184a38\" data-image-id=\"91ad8e59-e06c-411f-8fe8-811fbb184a38\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 2\\qquad Definition of most important geometrical parameters [1]}}}\\]</em></p>\n<p>The increase of the concrete compressive strength <em>Δf</em><em><sub>conf</sub></em> due to confinement is approximately four times the lateral compressive stress [6].</p>\n<p>\\[\\Delta f_{conf}=4\\cdot min(\\sigma_{confy},\\sigma_{confz})\\]</p>\n<p>Assuming yielding of the confining reinforcement and full dispersion of the confining forces, the confining stresses follow equilibrium as:</p>\n<p>\\[\\sigma_{confy}=\\frac{\\sum A_{s.confy}\\cdot f_{sy.conf}}{s_{x}\\cdot b_{csz}};\\sigma_{confz}=\\frac{\\sum A_{s.confz}\\cdot f_{sy.conf}}{s_{x}\\cdot b_{csy}}\\]</p>\n<p>Where <em>f</em><em><sub>sy.conf</sub></em> is the yield strength of confining reinforcement.</p>\n<p>The following sub-sections present the different existing approaches to determine the governing confined concrete area <em>A</em><em><sub>conf</sub></em> (and the corresponding effectiveness factor k) according to current design guidelines (EC 2, SIA 262, and MC 2010) and according to a new model approach for passive confinement presented in [1].</p>\n<h4>Design approaches according to design guidelines</h4>\n<p><strong>EC2 </strong>determines the governing confined concrete area <em>A</em><em><sub>conf,EC2</sub></em> based on arching action between the discretely distributed load introduction points of the confining reinforcement.</p>\n<p>\\[A_{conf.EC2}=\\underset{A}{\\underbrace{\\left( b_{csy}\\cdot b_{csz}-\\frac{\\sum s^{2}_{i}}{6}\\right)}}\\cdot \\underset{B}{\\underbrace{\\left( \\frac{(b_{csy}\\cdot s_{x}/2)\\cdot(b_{csz}-s_{x}/2)}{b_{csy}\\cdot b_{csz}}\\right)}}\\]</p>\n<p>\\[= \\left( b_{csy}\\cdot b_{csz}-\\frac{\\sum s^{2}_{i}}{6}\\right) \\cdot \\left(1-\\frac{s_{x}}{2\\cdot b_{csy}} \\right) \\cdot \\left(1-\\frac{s_{x}}{2\\cdot b_{csz}} \\right)\\]</p>\n<p>This equation, applicable to rectangular crosssections, is based on the work of Mander [2]. For more information and an understanding of parts A and B, refer to [1].</p>\n<figure data-asset-id=\"f135df00-0be5-4566-bf2f-4f98374d4b15\" data-image-id=\"f135df00-0be5-4566-bf2f-4f98374d4b15\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/38782f2d-a9f4-4eb7-a10b-16a298b9d0bc/Confined%20concrete%20area%20according%20to%20EC2.png\" data-asset-id=\"f135df00-0be5-4566-bf2f-4f98374d4b15\" data-image-id=\"f135df00-0be5-4566-bf2f-4f98374d4b15\" alt=\"\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 3\\qquad Definition of confined concrete area according to EC 2: (a) confined concrete area at the section of a confining }}}\\) \\( \\textsf{\\textit{\\footnotesize{reinforcement layer (e.g., x = sx/2), (b) and (c) longitudinal dispersion of confining forces, (d) governing confined concrete }}}\\) \\( \\textsf{\\textit{\\footnotesize{area at the center between two confining reinforcement layers (e.g., x=0, dotted lines indicating section from (a) as reference).}}}\\)</em></p>\n<p>It is worth mentioning that in EC2, the effectiveness factor of the confining reinforcement <em>k</em> is used to express the load-bearing resistance. Factor <em>k</em> is the ratio between the governing confined concrete area <em>A</em><em><sub>conf</sub></em> and the cross-sectional area Ac.</p>\n<p>\\[k=\\frac{A_{conf}}{A_{c}}\\]</p>\n<p>Using this factor, the load-bearing resistance <em>N</em><em><sub>R</sub></em> can be rewritten as:</p>\n<p>\\[N_{R}=\\left( f_{c}+k\\cdot \\Delta f_{conf}\\right)\\cdot A_{c}+(f_{sy.l}-f_{c})\\cdot A_{s.l}\\]</p>\n<p>The effective factor is then defined as:</p>\n<p>\\[k=\\left(\\frac{b_{csy}\\cdot b_{csz}-\\frac{1}{6} \\sum b_{i}^{2}}{b_{cy}\\cdot b_{cz}}\\right)\\cdot \\left(1-\\frac{s_{x}}{2\\cdot b_{csy}} \\right)\\cdot \\left(1-\\frac{s_{x}}{2\\cdot b_{csz}} \\right)\\]</p>\n<p>For the purposes of this article, however, we will stick to the load-bearing resistance <em>N</em><em><sub>R</sub></em> expression from the beginning of the chapter over the use of the governing confined concrete area <em>A</em><em><sub>conf</sub></em>.</p>\n<p><br></p>\n<p><strong>SIA 262</strong> defines the governing confined concrete area <em>A</em><em><sub>conf,SIA262</sub></em> based on the stress field illustrated in Figure 4, proposed by Sigrist [7].</p>\n<p>\\[A_{conf.SIA262}=(b_{csy}-s_{x})\\cdot (b_{csz}-s_{x})\\]</p>\n<figure data-asset-id=\"a4484eb3-42a1-447a-8e18-eaf6ff15d0d3\" data-image-id=\"a4484eb3-42a1-447a-8e18-eaf6ff15d0d3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/347a80eb-2fa9-45fb-905b-0467fd46546f/Confined%20concrete%20area%20according%20to%20SIA%20262.png\" data-asset-id=\"a4484eb3-42a1-447a-8e18-eaf6ff15d0d3\" data-image-id=\"a4484eb3-42a1-447a-8e18-eaf6ff15d0d3\" alt=\"\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 4\\qquad Definition of the confined concrete area according to SIA 262: (a) stress field and (b) lateral section at the level }}}\\) \\( \\textsf{\\textit{\\footnotesize{of the confining reinforcement (e.g., x = sx/2). }}}\\)</em></p>\n<p><br></p>\n<p><strong>MC 2010</strong> defines the governing confined concrete area as a combination of the two models forming the basis of the EC 2 and SIA 262 formulation:</p>\n<p>\\[A_{conf.MC2010}=\\left( b_{csy}\\cdot b_{csz}-\\frac{\\sum s^{2}_{i}}{6}\\right)\\cdot \\left( \\frac{(b_{csy}\\cdot s_{x})\\cdot(b_{csz}-s_{x})}{b_{csy}\\cdot b_{csz}}\\right)\\]</p>\n<p>\\[= \\left( b_{csy}\\cdot b_{csz}-\\frac{\\sum s^{2}_{i}}{6}\\right) \\cdot \\left(1-\\frac{s_{x}}{b_{csy}} \\right) \\cdot \\left(1-\\frac{s_{x}}{b_{csz}} \\right)\\]</p>\n<p><br></p>\n<p><strong>The new model approach for passive confinement</strong> introduced in [1] defines the simplified confined concrete area <em>A</em><em><sub>conf,simp</sub></em> as a function of the confining reinforcement geometry and spacing.</p>\n<p>\\[A_{conf.simp}=\\left(b_{csy}-\\frac{\\sqrt{s_{x}^{2}+s_{z}^{2}}}{2}\\right)\\cdot \\left(b_{csz}-\\frac{\\sqrt{s_{x}^{2}+s_{y}^{2}}}{2}\\right)\\]</p>\n<h3>IDEA StatiCa Detail models</h3>\n<p>Models are of the solid block type with various plan dimensions <em>b</em><em><sub>cy</sub></em> x <em>b</em><em><sub>cz</sub></em>, height <em>h</em><em><sub>x</sub></em>, and stirrups distance <em>s</em><em><sub>x</sub></em> made of C30/37 concrete supported by rigid surface support in the X, Y, Z direction at the bottom surface. For the sake of the stability of the top concrete cover in the model, the top surface is also supported in horizontal directions by rigid support. Concrete cover <em>c</em> is 30 mm for all models. There are always four longitudinal rebars with the diameter <em>Φ</em><em><sub>s,l</sub></em><em> = 10 mm</em>. Stirrups, the confining reinforcement, and longitudinal bars are modeled from steel B500B. All calculations are in characteristic values.</p>\n<figure data-asset-id=\"a4a34e14-4c79-4e2f-bb7a-3bca03837987\" data-image-id=\"a4a34e14-4c79-4e2f-bb7a-3bca03837987\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6056a8a4-94ea-43e1-974d-f85cd120b862/Passive%20confinement%20models.png\" data-asset-id=\"a4a34e14-4c79-4e2f-bb7a-3bca03837987\" data-image-id=\"a4a34e14-4c79-4e2f-bb7a-3bca03837987\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 5\\qquad IDEA StatiCa Detail models a) 0.75 x 1.5 x 4.0; b) 1.0 x 1.0 x 4.0; c) 0.75 x 2.5 x 5.0; d) 2.0 x 2.0 x 6.0}}}\\]</em></p>\n<p>A load greater than the expected load capacity is always applied. The program then searches for the maximum possible applicable load so that one of the defined criteria is not exceeded. In this case, it is always the limit strain criterion of the stirrup reinforcement, which is a maximum of 5%, but due to the implemented Tension stiffening, the limiting value is usually lower. For more details, see <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical Background</a>. </p>\n<p>In the following figure, it can be seen that the calculation of model 0.75 x 1.5 x 4.0 was stopped and a multiple of the applied load was found as the maximum load that the element can resist.</p>\n<figure data-asset-id=\"b17363b9-988c-4c1d-adeb-334b40074b8c\" data-image-id=\"b17363b9-988c-4c1d-adeb-334b40074b8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/358337a5-e90c-487d-b844-b595f16be1f0/Passive%20confinement%20limit%20strain.png\" data-asset-id=\"b17363b9-988c-4c1d-adeb-334b40074b8c\" data-image-id=\"b17363b9-988c-4c1d-adeb-334b40074b8c\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 6\\qquad IDEA StatiCa Detail – limit strain in reinforcement}}}\\]</em></p>\n<h3>Comparison of individual models</h3>\n<p>In the following tables and graphs, we present a comparison of all models created in the IDEA StatiCa Detail application and analytical approaches, including all intermediate results for one rectangular and one square model. However, there are auxiliary variables that need to be defined first.</p>\n<p><em>Φ</em><em><sub>s,l</sub></em> and <em>Φ</em><em><sub>s,conf</sub></em> are the diameters of longitudinal and confining reinforcement, <em>n</em><em><sub>y</sub></em> and <em>n</em><em><sub>z</sub></em> are the numbers of spaces <em>s</em><em><sub>y</sub></em> and <em>s</em><em><sub>z</sub></em> (meaning that the number of stirrup legs is <em>n+1</em>), <em>N</em><em><sub>R,uncf</sub></em> and <em>N</em><em><sub>R,conf</sub></em> are defined as follows:</p>\n<p>\\[N_{R,uncf}=f_{c}\\cdot A_{c}+(f_{sy.l}-f_{c})\\cdot A_{s.l}; N_{R,conf}=\\Delta f_{conf}\\cdot A_{conf}\\]</p>\n<h4>Rectangular model a) 0.75 x 1.5 x 4.0</h4>\n<figure data-asset-id=\"ce160464-4bac-46e8-a9d2-e675977689f4\" data-image-id=\"ce160464-4bac-46e8-a9d2-e675977689f4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/03c627fb-abc9-460a-8076-320591572b40/0.75_1.5_4%20-%20intermidi.png\" data-asset-id=\"ce160464-4bac-46e8-a9d2-e675977689f4\" data-image-id=\"ce160464-4bac-46e8-a9d2-e675977689f4\" alt=\"\"></figure>\n<figure data-asset-id=\"c61d0a6b-cc7b-4175-b4e1-4d46fe902907\" data-image-id=\"c61d0a6b-cc7b-4175-b4e1-4d46fe902907\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/abdce0f1-fc7d-4ee0-8e9e-ff7e68387e74/0.75_1.5_4%20-%20capacity.png\" data-asset-id=\"c61d0a6b-cc7b-4175-b4e1-4d46fe902907\" data-image-id=\"c61d0a6b-cc7b-4175-b4e1-4d46fe902907\" alt=\"\"></figure>\n<figure data-asset-id=\"4c4703b5-ace8-4e07-a9b4-879844b1d63c\" data-image-id=\"4c4703b5-ace8-4e07-a9b4-879844b1d63c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5975a9e8-2bfb-4d3d-82af-b7e0195c1cfc/0.75_1.5_4%20-%20ratios.png\" data-asset-id=\"4c4703b5-ace8-4e07-a9b4-879844b1d63c\" data-image-id=\"4c4703b5-ace8-4e07-a9b4-879844b1d63c\" alt=\"\"></figure>\n<figure data-asset-id=\"6443c137-40de-4dea-b2e4-9223682ee184\" data-image-id=\"6443c137-40de-4dea-b2e4-9223682ee184\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0d6eed8-4316-4d91-a606-60b0d0a404f1/0.75_1.5_4%20-%20lbc.png\" data-asset-id=\"6443c137-40de-4dea-b2e4-9223682ee184\" data-image-id=\"6443c137-40de-4dea-b2e4-9223682ee184\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ee09da0c_0ef6_0164_bae7_ba88270dd704\"></object>\n<h4>Square model b) 1.0 x 1.0 x 4.0</h4>\n<figure data-asset-id=\"dd3afef2-c364-4e17-bfb8-fe1e5a289f8f\" data-image-id=\"dd3afef2-c364-4e17-bfb8-fe1e5a289f8f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9043e607-1941-47ac-9832-5d5306eda1f0/1_1_4%20-%20intermidi.png\" data-asset-id=\"dd3afef2-c364-4e17-bfb8-fe1e5a289f8f\" data-image-id=\"dd3afef2-c364-4e17-bfb8-fe1e5a289f8f\" alt=\"\"></figure>\n<figure data-asset-id=\"63a0291a-cf92-4539-a6e5-677d1a92c0d9\" data-image-id=\"63a0291a-cf92-4539-a6e5-677d1a92c0d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d08268c-6815-4628-84dc-361c064a4978/1_1_4%20-%20capacity.png\" data-asset-id=\"63a0291a-cf92-4539-a6e5-677d1a92c0d9\" data-image-id=\"63a0291a-cf92-4539-a6e5-677d1a92c0d9\" alt=\"\"></figure>\n<figure data-asset-id=\"cdd67cfb-6c53-42bf-b850-273dd1b214e3\" data-image-id=\"cdd67cfb-6c53-42bf-b850-273dd1b214e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f6dee50d-146e-4694-8aaa-1538379b1645/1_1_4%20-%20ratios.png\" data-asset-id=\"cdd67cfb-6c53-42bf-b850-273dd1b214e3\" data-image-id=\"cdd67cfb-6c53-42bf-b850-273dd1b214e3\" alt=\"\"></figure>\n<figure data-asset-id=\"1b69693e-5d58-431f-96fa-a3da72f2d05a\" data-image-id=\"1b69693e-5d58-431f-96fa-a3da72f2d05a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a5bbd9cb-0d03-41a0-9606-d1ca3265c9df/1_1_4%20-%20lbc.png\" data-asset-id=\"1b69693e-5d58-431f-96fa-a3da72f2d05a\" data-image-id=\"1b69693e-5d58-431f-96fa-a3da72f2d05a\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3da22c56_c93b_0195_202d_02df21b941f6\"></object>\n<h4>Rectangular model c) 0.75 x 2.5 x 5.0</h4>\n<figure data-asset-id=\"bf61b109-5f6a-441b-8302-58a2b09cb384\" data-image-id=\"bf61b109-5f6a-441b-8302-58a2b09cb384\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7dde6f32-d58c-4e19-8835-c0101e6c7e62/0.75_2_5%20-%20lbc.png\" data-asset-id=\"bf61b109-5f6a-441b-8302-58a2b09cb384\" data-image-id=\"bf61b109-5f6a-441b-8302-58a2b09cb384\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n14a40d45_5e31_01fa_7d34_725af70e1e3f\"></object>\n<h4>Square model d) 2.0 x 2.0 x 6.0</h4>\n<figure data-asset-id=\"07db6188-a465-47f0-9d10-615bb8df7eac\" data-image-id=\"07db6188-a465-47f0-9d10-615bb8df7eac\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/222fccb8-f601-41fe-b2aa-290ae7e5351c/2_2_6%20-%20lbc.png\" data-asset-id=\"07db6188-a465-47f0-9d10-615bb8df7eac\" data-image-id=\"07db6188-a465-47f0-9d10-615bb8df7eac\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1bc8ae97_dcc3_0117_d9fb_2be2c6543497\"></object>\n<h2>Conclusion</h2>\n<p>Several conclusions can be drawn from the results presented above. In general, the 3D CSFM results have been shown to be quite conservative, especially for square models where the increase in load capacity due to the confinement is less than half in some examples. Good conformity, within 2% deviation, can be observed for rectangular models. Among the analytical methods investigated, the EC2 approach shows the best match in all models. This verification demonstrates that the use of 3D CSFM is safe from a passive confinement point of view and in accordance with the established methods of standards.</p>\n<h2>References</h2>\n<p>[1] MORGER, Fabian; KENEL, Albin a KAUFMANN, Walter. Passive confinement of reinforced concrete members revisited. Online. <em>Structural Concrete</em>. ISSN 1464-4177. <a href=\"https://doi.org/10.1002/suco.202400209\">https://doi.org/10.1002/suco.202400209</a>.</p>\n<p>[2] Mander JB, Priestley MJN, Park R. Observed stress-strain behavior of confined concrete. J Struct Eng. 1988;114:1827–49. <a href=\"https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1827)\">https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1827)</a></p>\n<p>[3] International Federation for Structural Concrete (fib). Model code for concrete structures 2010; 2013.</p>\n<p>[4] SIA. Swisscode SIA 262: concrete structures. Zurich, Switzerland: Swiss society of engineers and architects (SIA); 2013.</p>\n<p>[5] EN 1992-1-1:2023. Eurocode 2—Design of concrete structures—Part 1-1: General rules and rules for buildings, bridges and civil engineering structures; 2023.</p>\n<p>[6] Nielsen MP, Hoang LC. Limit analysis and concrete plasticity. 3rd ed. Boca Raton, FL: CRC Press; 2011. <a href=\"https://doi.org/10.1201/b10432\">https://doi.org/10.1201/b10432</a></p>\n<p>[7] Sigrist V. Zum Verformungsvermögen von Stahlbetonträgern [On the deformation capacity of structural concrete girders]. Doctoral Thesis. ETH Zürich; 1995. <a href=\"https://doi.org/10.3929/ethz-a-001492371\">https://doi.org/10.3929/ethz-a-001492371</a></p>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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": "Verifications",
"codename": "verification_example"
}
],
"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": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "Concrete block",
"codename": "concrete_block"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"taxonomyGroup": "labels"
},
"linked_items": {
"name": "Linked items",
"type": "modular_content",
"value": [
"theoretical_background_3d_detail",
"confinement_effect_and_failure_hypothesis",
"n3d_detail_verification__shear_tests_in_beams_with",
"n3d_detail_verification__simple_bend_test"
],
"linkedItems": [
"[Circular Reference]",
"[Circular Reference]"
]
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": 9800
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "columns-subjected-to-high-compressive-loading-passive-confinement-effect"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"tri-axial-stress-confinement-effect\",\"[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": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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": "n3d_detail_verification__tri_axial_stress___passiv",
"collection": "default",
"id": "2cc2c336-cd6b-49b0-bd2a-a0c3b88f9787",
"language": "en-US",
"lastModified": "2025-10-08T11:55:18.1245282Z",
"name": "3D Detail verification: Columns subjected to high compressive loading - Passive confinement effect",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
{
"elements": {
"title": {
"name": "Main headline (H1)",
"type": "text",
"value": "Pullout behavior of cast-in-place anchors with different embedment depths"
},
"preview_image": {
"name": "Preview image",
"type": "asset",
"value": [
{
"name": "Preface - verification pull out.jpg",
"description": null,
"type": "image/jpeg",
"size": 96666,
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3e1379c4-b293-45d1-89d1-8e3c82831a78/Preface%20-%20verification%20pull%20out.jpg",
"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": "This article aims to verify and validate the performance of in situ bonded anchors with different embedded lengths and compare their performance with relevant standards such as EN 1992-1-1 and the CEB-FIB model code. The main variables that have been examined are the maximal force and failure modes."
},
"content": {
"images": [
{
"description": null,
"imageId": "4fb4349f-bda8-4e02-b925-e51650f5673a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed29f4e-6668-4ca4-86ae-b73971bc6a1a/01.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "e74201c9-829d-4a9e-90c7-de43902745b2",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0476497e-3f50-471c-9816-a328f41dd074/02.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "57ceca96-ad6f-441d-9aab-48456f5b4d56",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b1fe644-ce49-46f0-8ad6-bd895d4a83f4/04.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "b6ba5280-0fed-4b32-a52b-7e3fdc634fb3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f22d2a3-3f60-40ee-b28d-24bd2439a719/03.png",
"height": 724,
"width": 1791
},
{
"description": null,
"imageId": "1f47192f-5327-435a-8873-2996db5cd28e",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ceffed56-48bf-4482-81b0-c17fd1ed0a14/05.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "a3897e35-b1b0-4544-9dff-c9686c6380f3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19364e8-9cdf-44a0-902f-f9c8fd581f01/06.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "1ca88ae5-0164-42fe-a362-d5b86d385bc7",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56e0ddb4-bec2-4b4d-a27f-1f99e44effcc/07.png",
"height": 303,
"width": 608
},
{
"description": null,
"imageId": "3d926b31-f8fb-48e2-8d4c-bcab1bf67247",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb507258-c29b-4abc-bd7c-965939bfcdfe/08.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "0b558401-e4df-4f40-ae5c-6d513d69147f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8c810bb1-8a44-4b29-88f8-d9533f343f91/09.png",
"height": 1200,
"width": 1200
},
{
"description": null,
"imageId": "828d1e8e-4740-4e18-bb98-fdf01857a3ff",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/804d7639-a2a4-47f2-b8b0-6d2cc5999848/10.png",
"height": 171,
"width": 1158
},
{
"description": null,
"imageId": "7e0dfe68-6858-45fe-ac04-54464cbd773a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61567b62-8af3-439c-b8b1-4a20da9bd210/11.png",
"height": 216,
"width": 1100
},
{
"description": null,
"imageId": "2dd133bb-b4b6-4526-9272-23b2c129482e",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cec61f81-adfb-4c88-bc1e-99e1099f4ede/12.png",
"height": 592,
"width": 896
},
{
"description": null,
"imageId": "abe57714-1c00-4e47-8646-0a53f6754ac9",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bd9635c8-63d2-42c8-8d6b-348378f45c67/13.png",
"height": 343,
"width": 735
},
{
"description": null,
"imageId": "fecc0f84-15ac-4fda-a636-36dcee62a119",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0d8648d-88fc-4b5f-94ab-eba6ce276ed1/14.png",
"height": 353,
"width": 737
},
{
"description": null,
"imageId": "1d43f39e-a9b6-4a62-be20-ee13e042889f",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b52615a4-f2bf-4f06-9753-8a8269cc93d6/15.png",
"height": 175,
"width": 1257
},
{
"description": null,
"imageId": "6a703bf5-af1a-4928-a9f0-83ee5f150b9a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd13fb04-aec5-485e-bca7-c6314e2742df/16.png",
"height": 216,
"width": 1117
},
{
"description": null,
"imageId": "6309453d-90ab-4fde-ab4e-74043aae65e3",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8e058ce-8c24-49f9-8871-73534be84f69/17.png",
"height": 600,
"width": 907
},
{
"description": null,
"imageId": "5982b418-f72e-4f17-8cad-e10910d747ff",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7da761ce-c9a4-4134-b706-8360175152b6/18.png",
"height": 512,
"width": 908
},
{
"description": null,
"imageId": "785db38d-6970-443c-ae65-c4f0b661be8c",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3812fab2-6857-4a01-9a22-a735de4a447f/19.png",
"height": 517,
"width": 973
},
{
"description": null,
"imageId": "03a951bf-d440-4a99-a796-3def5f476464",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b31adf4a-cd86-4e05-bf27-bdb4eabf3e9d/20.png",
"height": 175,
"width": 1128
},
{
"description": null,
"imageId": "1eea570b-29c7-419d-92ce-b8d4d4a55e96",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/345ce74d-6b1f-4caa-95c8-8e3805edddec/21.png",
"height": 217,
"width": 1108
},
{
"description": null,
"imageId": "697d30eb-617b-4c05-b073-4201449f779a",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0fbdeb33-1c2b-48f9-a3d7-cdb7d77557e4/22.png",
"height": 550,
"width": 897
},
{
"description": null,
"imageId": "67aac596-644e-44f2-8bb5-9ca0994a2590",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a3f8fee-48f7-47aa-9a14-d54adfbafafb/23.png",
"height": 422,
"width": 987
},
{
"description": null,
"imageId": "f80e5468-2277-4cb7-9641-8c172fc10185",
"url": "https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7380fbf-4d0a-4a3a-815f-2adf2e2ba902/24.png",
"height": 426,
"width": 980
}
],
"linkedItemCodenames": [
"n2a28a4d6_9d45_0195_3fa3_bf8595bc294b"
],
"linkedItems": [
{
"elements": {
"title": {
"name": "Title",
"type": "text",
"value": "Interested in solving anchoring design?"
},
"event_id": {
"name": "Event ID",
"type": "text",
"value": ""
},
"description_top": {
"name": "Description before",
"type": "text",
"value": ""
},
"link_text": {
"name": "Link text",
"type": "text",
"value": "Contact your local IDEA StatiCa team"
},
"link_url": {
"name": "Link URL",
"type": "text",
"value": "https://campaign.ideastatica.com/promo-3d-anchoring"
},
"content_item_link": {
"name": "Content Item Link",
"type": "modular_content",
"value": [],
"linkedItems": []
},
"description_bottom": {
"name": "Description after",
"type": "text",
"value": ""
},
"button_styles": {
"name": "Button style",
"type": "multiple_choice",
"value": [
{
"name": "filled button",
"codename": "filled_button"
}
]
},
"button_position": {
"name": "Button position",
"type": "multiple_choice",
"value": [
{
"name": "center",
"codename": "center"
}
]
},
"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": "<p><br></p>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "n2a28a4d6_9d45_0195_3fa3_bf8595bc294b",
"collection": "default",
"id": "2a28a4d6-9d45-0195-3fa3-bf8595bc294b",
"language": "en-US",
"lastModified": "2024-11-29T12:50:26.3988544Z",
"name": "2a28a4d6-9d45-0195-3fa3-bf8595bc294b",
"sitemapLocations": [],
"type": "widget_cta_button",
"workflowStep": null,
"workflow": null
}
}
],
"links": [
{
"codename": "theoretical_background_3d_detail",
"linkId": "66c6fbb8-b380-43c7-8b4f-9d41d29a42f2",
"urlSlug": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities",
"type": "support_center_article"
},
{
"codename": "theoretical_background___ec___plates__copy_",
"linkId": "13cc5bee-7ec7-422b-8dbe-8a57ef0073a9",
"urlSlug": "steel-connection-design-according-to-eurocode",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>Introduction</h2>\n<p>Load capacity of anchors bonded in concrete is dependent on many factors. Concrete and anchor material strength and bond between anchor and concrete are crucial material parameters that determine the anchor behavior. Other factor, not of less importance, is the anchor (and possibly whole foundation block) geometry. Length of anchor and presence of other reinforcement plays also an important role in anchor performance.</p>\n<p>The purpose of this article is to verify and validate CFSM based calculation of anchors bonded in reinforced concrete. Various anchor length is chosen according to available literature data [1] for validation. Verification of the presented approach is based on (I) comparison with other well-established software for numerical simulations of material behavior and (II) compliance with standard design codes. </p>\n<h2>Experiment description</h2>\n<p>The experimental campaign [1] involves testing full-size anchors bonded in a concrete block. The rods are made of ribbed bar (FeE500B) and are 20 mm in diameter. For the ribbed bar, the steel yield strength is 585 MPa, the ultimate strength is 700 MPa, the ultimate strain at failure is 16%, and the elastic modulus is 210 GPa. Three different depths (100, 150, 200 mm) are being tested to observe bond, concrete cone, or rod failure. The anchors are cast in a reinforced concrete block (2250x1850x600 mm) to prevent splitting failure and edge effects. The EDF(Electricity of France)-recommended minimum reinforcement is installed, consisting of one layer of 20 and 25 mm diameter ribbed bars in both directions on the upper and lower parts of the block.</p>\n<p>Additionally, some 12 mm diameter stirrups are installed to support the two layers of reinforcement. The reinforcement rate is 0.64%. The concrete grade used is C40/50. The concrete block is secured using two metal sections connected to the test slab with four prestressing bars. No confining pressure is applied around the anchorage. The hydraulic jack is fixed to the anchorage by two symmetrical rods. The quasi-static tensile loading is displacement-controlled with a loading rate of 1 mm/min, and the load is applied until the anchor fails. </p>\n<figure data-asset-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\" data-image-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bed29f4e-6668-4ca4-86ae-b73971bc6a1a/01.png\" data-asset-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\" data-image-id=\"4fb4349f-bda8-4e02-b925-e51650f5673a\" alt=\"\"></figure>\n<p><em>1) Pull out test setup - coming from article: Pullout behavior of cast-in-place headed and bonded anchors with different embedment depths - Fabien Delhomme, Thierry Roure ,Benjamin Arrieta, Ali Limam</em></p>\n<figure data-asset-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\" data-image-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0476497e-3f50-471c-9816-a328f41dd074/02.png\" data-asset-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\" data-image-id=\"e74201c9-829d-4a9e-90c7-de43902745b2\" alt=\"\"></figure>\n<p><em>2) Reinforcements and anchor layout</em></p>\n<h2>3D CSFM -Compatible Stress Field Method</h2>\n<h3>Theory </h3>\n<p>3D CSFM defines the concrete behavior based on the Mohr-Coulomb plasticity theory for monotonic loading. The method examines concrete behavior in terms of principal stresses, while neglecting the concrete tensile strength. The effect of concrete tension is only taken into account in Tension stiffening of steel rebars.<br>\nThe reinforcement bars are linked to concrete volume finite elements through bond elements, allowing for slip between the concrete and reinforcement. It should be noted that 3D CSFM is not suitable for simulating plain concrete due to the absence of tension, which may result in misleading deformation and model divergence. <br>\nGenerally, the Mohr-Coulomb theory includes two fundamental properties governing the evolution of the plasticity surface in compression and partially in tension: the internal friction angle <em>φ</em> and cohesion parameter <em>c</em>. 3D CSFM assumes a zero angle of internal friction, leading to a conservative design due to the plasticity surface resembling the Tresca model, which is independent of the first stress invariant. More can be found in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>Theoretical Background</strong></a><strong> </strong>[2].</p>\n<h3>Model assembly</h3>\n<p>The FEA model is constructed using concrete tetrahedral elements of higher order, with embedded 1D rod representing reinforcements interconnected via MPC( Multi-Point-Constraints) and bond elements to allow slip. The reinforcement bars are split into two surface layers with a cover of 60 mm and shear links (see Fig. 2). The model utilizes surface support with restricted X, Y, Z degrees of freedom over a width of 200 mm. Casted anchors are positioned in the middle of the testing specimen, and the length of the anchor varies from 100-200 mm to test all possible failure modes.</p>\n<figure data-asset-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\" data-image-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b1fe644-ce49-46f0-8ad6-bd895d4a83f4/04.png\" data-asset-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\" data-image-id=\"57ceca96-ad6f-441d-9aab-48456f5b4d56\" alt=\"\"></figure>\n<p><em>3) Model assembly</em></p>\n<h3>Anchor model</h3>\n<p>The anchor is modeled using a ROD element that can only transfer compression and tension. The important aspect is the bond model and how the anchor is connected to the surrounding concrete to ensure the flow of forces and stress during an interaction between the concrete, anchor, and reinforcements. The connection has a specific linear shear stiffness G<sub>b</sub>, which depends on the modulus of elasticity of concrete E<sub>cm</sub> and the diameter of the anchor. More about the bond model can be found in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical Background</a> [2].</p>\n<figure data-asset-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\" data-image-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f22d2a3-3f60-40ee-b28d-24bd2439a719/03.png\" data-asset-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\" data-image-id=\"b6ba5280-0fed-4b32-a52b-7e3fdc634fb3\" alt=\"\"></figure>\n<p><em>4) Bond model and MPC</em></p>\n<h2>Design standards</h2>\n<h3>CEB-FIB mode code 2020</h3>\n<p>The engineers have the support in the code and valid standards. This statement evokes the impulse to compare the experimental solution with code - solutions to verify the safety of current standards and codes. The concrete properties C40/50 have been taken from code properties. Material properties for reinforcement bars and anchors were experimentally tested and the data were provided. We have verified the solution for unconfined concrete and the subcategory of good/other bond conditions. The CEB-FIB mode code [3] provides a clear definition of how the bond works. The inputs have been used for numerical simulation of anchor in ABAQUS [4]. </p>\n<figure data-asset-id=\"1f47192f-5327-435a-8873-2996db5cd28e\" data-image-id=\"1f47192f-5327-435a-8873-2996db5cd28e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ceffed56-48bf-4482-81b0-c17fd1ed0a14/05.png\" data-asset-id=\"1f47192f-5327-435a-8873-2996db5cd28e\" data-image-id=\"1f47192f-5327-435a-8873-2996db5cd28e\" alt=\"\"></figure>\n<p><em>4) CEB-FIB mode code 2020 - Bond model</em></p>\n<h3>Eurocode 1992-1-1</h3>\n<p>The Eurocode 1992-1-1 [5] assumption has been used as a prerequisite for <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">3D CSFM</a>. The rigidly-plastic model with a characteristic and experimental calculated bond model has been used for simulation and comparison with an experimental solution. </p>\n<figure data-asset-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\" data-image-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e19364e8-9cdf-44a0-902f-f9c8fd581f01/06.png\" data-asset-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\" data-image-id=\"a3897e35-b1b0-4544-9dff-c9686c6380f3\" alt=\"\"></figure>\n<p><em>5) Eurocode 1992-1-1 and 3D CSFM - Bond model</em></p>\n<h2>Eurocode 1992-4</h2>\n<p>The characteristic values have also been compared with Eurocode 1992-4 [6], which is implemented in <a data-item-id=\"13cc5bee-7ec7-422b-8dbe-8a57ef0073a9\" href=\"\">IDEA StatiCa Connection</a>. This provides insight into how the reinforcement in the concrete block affects the local behavior of the anchor. It allows checking for effects such as anchor failure in tension and concrete cone breakout.</p>\n<figure data-asset-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\" data-image-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/56e0ddb4-bec2-4b4d-a27f-1f99e44effcc/07.png\" data-asset-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\" data-image-id=\"1ca88ae5-0164-42fe-a362-d5b86d385bc7\" alt=\"\"></figure>\n<p><em>6) a) Rod failure in tension; b) Concrete cone breakout</em></p>\n<h2>ABAQUS - Concrete Damage Plasticity</h2>\n<h3>Assumptions</h3>\n<p><a href=\"https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt05ch18s05abm36.html\">Concrete Damage Plasticity</a> (hereafter CDP) is based on the Drucker-Prager plasticity condition [7]. This model is suitable for materials with internal friction, such as soils or concrete. The tensile strength is significantly lower than the compressive strength and the hydrostatic part of the stress tensor plays a role in the evolution of the plasticity surface. Under general stress, the plasticity condition has the surface of a rotating cone. The material model for compressive and tensile stresses also considers post-critical behavior, which is controlled by the so-called damage parameters, taking values from zero (undamaged) to one (for near-zero stiffness of concrete in compression or tension in the post-critical condition). The larger the damage parameter number, the more the element is violated and does not contribute to the stiffness contribution.</p>\n<h3>Material models</h3>\n<p>The uniaxial material model in compression and tension for concrete is based on Thorenfeldt's theory [8]. All inputs are characteristic values that follow the reliability approach of EN 1992-1-1 [5]. The parameters for material model of reinforcement and anchor are taken from chapter \" Experimental description,\" with linear hardening considered in the plastic branch of the diagram. </p>\n<h3>FEA elements</h3>\n<p>The C3D8, or hexa-element with a linear basis function and eight integration points, was used for the FEM model of concrete. The concrete and reinforcement comprise T3D2 elements that transmit only axial effects. The interaction between the reinforcement and the concrete is provided by MPC constraints on which tension-stiffening is taken into account, which covers, to some extent, the cohesion model or dowel effect. </p>\n<h3>Model assembly</h3>\n<p>The FEA model is designed with symmetry boundary conditions to minimize computation costs and improve the efficiency and speed of the solution. It's important to note that due to the reduced model, the forces on the anchor will reach one-quarter of the maximum force. The mesh has been uniformly distributed using a bias ratio, which consistently decreases the mesh size of the concrete towards the anchor location. The mesh size for concrete is in range ( 5 - 100 mm). Local mesh seeding helps with a gradient of the stresses close to the anchor and more precise results. </p>\n<figure data-asset-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\" data-image-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/fb507258-c29b-4abc-bd7c-965939bfcdfe/08.png\" data-asset-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\" data-image-id=\"3d926b31-f8fb-48e2-8d4c-bcab1bf67247\" alt=\"\"></figure>\n<p><em>7) Model assembly</em></p>\n<h3>Anchor</h3>\n<p>The anchor is modeled using 3D volume elements. Contact cohesive behavior has been used to model the bond between the concrete and the anchor. The surface interaction enables delamination based on the linear elastic traction-separation law before damage occurs. Hard contact has been used in compression and frictionless behavior in tangential movements. Cohesive behavior in the normal and shear directions has been introduced using volumetric stiffness and damage parameters to represent post-critical behavior. The initiation of post-critical behavior is expressed by maximal bond stress in the normal and shear directions and fracture energy with linear or exponential softening [7].</p>\n<figure data-asset-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\" data-image-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8c810bb1-8a44-4b29-88f8-d9533f343f91/09.png\" data-asset-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\" data-image-id=\"0b558401-e4df-4f40-ae5c-6d513d69147f\" alt=\"\"></figure>\n<p><em>8) Cohesive contact</em></p>\n<h2>Results - Anchor 100 mm</h2>\n<figure data-asset-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\" data-image-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/804d7639-a2a4-47f2-b8b0-6d2cc5999848/10.png\" data-asset-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\" data-image-id=\"828d1e8e-4740-4e18-bb98-fdf01857a3ff\" alt=\"\"></figure>\n<figure data-asset-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\" data-image-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/61567b62-8af3-439c-b8b1-4a20da9bd210/11.png\" data-asset-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\" data-image-id=\"7e0dfe68-6858-45fe-ac04-54464cbd773a\" alt=\"\"></figure>\n<p><em>9) Input-output necessary properties for simulation</em></p>\n<figure data-asset-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\" data-image-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cec61f81-adfb-4c88-bc1e-99e1099f4ede/12.png\" data-asset-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\" data-image-id=\"2dd133bb-b4b6-4526-9272-23b2c129482e\" alt=\"\"></figure>\n<p><em>10) Maximal force and utilization versus experiment for anchor 100 mm</em></p>\n<figure data-asset-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\" data-image-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bd9635c8-63d2-42c8-8d6b-348378f45c67/13.png\" data-asset-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\" data-image-id=\"abe57714-1c00-4e47-8646-0a53f6754ac9\" alt=\"\"></figure>\n<p><em>11) Load deformation curve - T103-100 experimental data comparison </em></p>\n<figure data-asset-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\" data-image-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f0d8648d-88fc-4b5f-94ab-eba6ce276ed1/14.png\" data-asset-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\" data-image-id=\"fecc0f84-15ac-4fda-a636-36dcee62a119\" alt=\"\"></figure>\n<p><em>12) Load deformation curve - T103-100 characteristic code data comparison </em></p>\n<h2>Results - Anchor 150 mm</h2>\n<figure data-asset-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\" data-image-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b52615a4-f2bf-4f06-9753-8a8269cc93d6/15.png\" data-asset-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\" data-image-id=\"1d43f39e-a9b6-4a62-be20-ee13e042889f\" alt=\"\"></figure>\n<figure data-asset-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\" data-image-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dd13fb04-aec5-485e-bca7-c6314e2742df/16.png\" data-asset-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\" data-image-id=\"6a703bf5-af1a-4928-a9f0-83ee5f150b9a\" alt=\"\"></figure>\n<p><em>12) Input-output necessary properties for simulation</em></p>\n<figure data-asset-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\" data-image-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d8e058ce-8c24-49f9-8871-73534be84f69/17.png\" data-asset-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\" data-image-id=\"6309453d-90ab-4fde-ab4e-74043aae65e3\" alt=\"\"></figure>\n<p><em>13) Maximal force and utilization versus experiment for anchor 150 mm</em></p>\n<figure data-asset-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\" data-image-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7da761ce-c9a4-4134-b706-8360175152b6/18.png\" data-asset-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\" data-image-id=\"5982b418-f72e-4f17-8cad-e10910d747ff\" alt=\"\"></figure>\n<p><em>14) Load deformation curve - T103-150 experimental data comparison </em></p>\n<figure data-asset-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\" data-image-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3812fab2-6857-4a01-9a22-a735de4a447f/19.png\" data-asset-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\" data-image-id=\"785db38d-6970-443c-ae65-c4f0b661be8c\" alt=\"\"></figure>\n<p><em>15) Load deformation curve - T103-100 characteristic code data comparison </em></p>\n<h2>Results - Anchor 200 mm</h2>\n<figure data-asset-id=\"03a951bf-d440-4a99-a796-3def5f476464\" data-image-id=\"03a951bf-d440-4a99-a796-3def5f476464\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b31adf4a-cd86-4e05-bf27-bdb4eabf3e9d/20.png\" data-asset-id=\"03a951bf-d440-4a99-a796-3def5f476464\" data-image-id=\"03a951bf-d440-4a99-a796-3def5f476464\" alt=\"\"></figure>\n<figure data-asset-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\" data-image-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/345ce74d-6b1f-4caa-95c8-8e3805edddec/21.png\" data-asset-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\" data-image-id=\"1eea570b-29c7-419d-92ce-b8d4d4a55e96\" alt=\"\"></figure>\n<p><em>16) Input-output necessary properties for simulation</em></p>\n<figure data-asset-id=\"697d30eb-617b-4c05-b073-4201449f779a\" data-image-id=\"697d30eb-617b-4c05-b073-4201449f779a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0fbdeb33-1c2b-48f9-a3d7-cdb7d77557e4/22.png\" data-asset-id=\"697d30eb-617b-4c05-b073-4201449f779a\" data-image-id=\"697d30eb-617b-4c05-b073-4201449f779a\" alt=\"\"></figure>\n<p><em>17) Maximal force and utilization versus experiment for anchor 200 mm</em></p>\n<figure data-asset-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\" data-image-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8a3f8fee-48f7-47aa-9a14-d54adfbafafb/23.png\" data-asset-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\" data-image-id=\"67aac596-644e-44f2-8bb5-9ca0994a2590\" alt=\"\"></figure>\n<p><em>18) Load deformation curve - T103-200 experimental data comparison </em></p>\n<figure data-asset-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\" data-image-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a7380fbf-4d0a-4a3a-815f-2adf2e2ba902/24.png\" data-asset-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\" data-image-id=\"f80e5468-2277-4cb7-9641-8c172fc10185\" alt=\"\"></figure>\n<p><em>19) Load deformation curve - T103-200 characteristic code data comparison </em></p>\n<h2>Conclusion</h2>\n<p>The experimental campaign successfully investigated the behavior of full-size anchors bonded in a reinforced concrete block, using a comprehensive approach that integrated both experimental testing and numerical modeling. By varying the embedment depths of the anchors (100, 150, 200 mm), the study was able to observe different failure modes, including bond failure, concrete cone breakout, and rod failure. The results were rigorously compared with predictions from the CEB-FIB model code and Eurocodes, validating the safety and reliability of current design standards for such anchorage systems.</p>\n<p>The use of advanced modeling techniques, such as 3D CSFM and ABAQUS simulations with Concrete Damage Plasticity, provided deeper insights into the interaction between the concrete and reinforcement, as well as the bond behavior under quasi-static tensile loading. The findings confirmed the effectiveness of the proposed methods in predicting anchor performance, emphasizing the importance of accurate material modeling and appropriate boundary conditions in such simulations.</p>\n<p>The comparison between the actual behavior observed during the experiment and the numerical solution derived using 3D CSFM and ABAQUS shows an approximate 85% correlation. It can be concluded that no numerical solution exceeds the experimental data and maintains a 15% margin of error compared to the experiment, which is considered acceptable from an engineering perspective. The important aspect is also the failure modes which are fitting, except for the anchor length of 200 mm where in 3D CSFM, a combined mode of concrete cone and pull-out occurred before the steel rod failure. This is because, in this case, the peak loads corresponding to these two failure modes are very close.</p>\n<p>The results obtained from CEB-FIB mode code 2020 and Eurocode 1992-1-1 match the experimental results within the range of 30-40%. This indicates that the approach used in the code ensures safety. It's important to note that the values obtained are characteristic values, not design values, so the actual design strength is even lower.</p>\n<p><strong>The findings of the report should convey to the engineers that the 3D CSFM method yields safe outcomes in compliance with Eurocode 1992-1-1[5], and results in a conservative design that is integrated within the code itself.</strong></p>\n<p>Overall, this study contributes valuable data for improving anchorage design practices, offering evidence that can be used to refine existing codes and ensure that safety margins are adequately maintained in real-world applications. The experimental results, combined with theoretical and numerical analyses, provide a robust framework for understanding the complex interactions in anchored systems, ultimately leading to safe and efficient structural designs.</p>\n<h3>References</h3>\n<p>[1]Delhomme, F. & Roure, Thierry & Arrieta, Benjamin & Limam, Ali. (2015). Pullout behavior of cast-in-place headed and bonded anchors with different embedment depths. Materials and Structures. 49. 10.1617/s11527-015-0616-4. </p>\n<p>[2] \"IDEA StatiCa Detail – Structural Design of Concrete 3D Discontinuities (BETA).\" <em>IDEA StatiCa Support Center</em>, 2023. <a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities-beta\">https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities-beta</a></p>\n<p>[3]<strong>International Federation for Structural Concrete (fib).</strong> <em>fib Model Code 2020 for Concrete Structures</em>. Berlin: Ernst & Sohn, 2021.</p>\n<p>[4] ABAQUS Standard User's Manual, Version 6.6*. Washington University in St. Louis, 2006. [<a href=\"https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm](https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm).\">https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm]</a></p>\n<p>[5] <strong>European Committee for Standardization (CEN).</strong> <em>EN 1992-1-1:2004: Eurocode 2 – Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings</em>. December 2004. <a href=\"https://www.phd.eng.br/wp-content/uploads/2015/12/en.1992.1.1.2004.pdf\">https://www.phd.eng.br/wp-content/uploads/2015/12/en.1992.1.1.2004.pdf</a>.</p>\n<p>[6] <strong>European Committee for Standardization (CEN).</strong> <em>EN 1992-4:2018: Eurocode 2 – Design of Concrete Structures – Part 4: Design of Fastenings for Use in Concrete</em>. Brussels: CEN, April 2018</p>\n<p>[7]<strong>ABAQUS, Inc.</strong> <em>ABAQUS User Subroutines Reference Manual, Version 6.6</em>. Washington University in St. Louis, 2006. <a href=\"https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt05ch18s05abm36.html\">https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/usb/default.htm?startat=pt05ch18s05abm36.html</a>.</p>\n<p>[8] Massone, L. M.; et al. Shear-Flexure Interaction for Structural Walls, 2006. ResearchGate. <a href=\"https://www.researchgate.net/publication/284079633_Shear-flexure_interaction_for_structural_walls\">https://www.researchgate.net/publication/284079633_Shear-flexure_interaction_for_structural_walls</a> (accessed Jan 01, 2006).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2a28a4d6_9d45_0195_3fa3_bf8595bc294b\"></object>"
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "EMEA",
"codename": "emea"
},
{
"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": "Verifications",
"codename": "verification_example"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Intermediate",
"codename": "intermediate"
},
{
"name": "Expert",
"codename": "expert"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 3D",
"codename": "detail_3d"
},
{
"name": "EN (Eurocode)",
"codename": "eurocode"
},
{
"name": "CSFM",
"codename": "csfm"
}
],
"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": "pullout-behavior-of-cast-in-place-anchors-with-different-embedment-depths"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"pullout-behavior-of-cast-in-place-anchors-with-different-embedment-depths\",\"[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": ""
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": ""
},
"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": "<p><br></p>"
},
"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": "pullout_behavior_of_cast_in_place_bonded_anchors_w",
"collection": "default",
"id": "e51b8e5d-c8cc-4a7d-9127-f8e660574f10",
"language": "en-US",
"lastModified": "2024-11-29T12:50:26.3988544Z",
"name": "Pullout behavior of cast-in-place anchors with different embedment depths",
"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": 9969
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": [
{
"name": "Show Print Button",
"codename": "show_print_button"
},
{
"name": "Show Navigation",
"codename": "show_navigation"
}
]
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "idea-statica-detail-structural-design-of-concrete-3d-discontinuities"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"idea-statica-detail-structural-design-of-concrete-3d-discontinuities\",\"[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 – Structural design of concrete 3D discontinuities"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "3D CSFM is a method that considers principal concrete stresses in compression & reinforcement stresses at the cracks, neglecting concrete tensile strength, except for its stiffening effect on reinforcement. Read the theoretical background."
},
"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": "<p><br></p>"
},
"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": "en-US",
"lastModified": "2025-11-25T09:29:29.5849033Z",
"name": "Theoretical background 3D Detail",
"sitemapLocations": [],
"type": "support_center_article",
"workflowStep": "published",
"workflow": "default"
}
},
"[Circular Reference]",
"[Circular Reference]",
"[Circular Reference]"
]
},
"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": "load-transferring-devices"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"load-transferring-devices-in-3d-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": [
{
"name": "yes",
"codename": "yes"
}
]
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Load transferring devices in 3D Detail"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "Load-transferring devices are made up of a base plate and a single anchor. The placement of the base plate is set by choosing a reference surface and edge, establishing the starting point for X and Y distance measurements."
},
"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": "<p><br></p>"
},
"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": []
}
}Known limitations
Since Detail is just a tool and cannot replace engineering judgment, a safe understanding of its functions, benefits, and limitations is necessary. Read the following limitations, which must be taken into account:
- In Detail, the anchors are only checked for tensile strength. It is necessary to use Connection for shear and interaction checks.
- Only models anchored via the base plate and only Direct contact can be imported to Detail (from Connection).
For a full list of limitations with further explanation, see the article: Known limitations for 3D Detail
Released in IDEA StatiCa version 24.1