Actuellement, 3 codes et 9 annexes nationales sont pris en charge dans les différentes applications IDEA StatiCa Concrete.
IDEA StatiCa Detail prend en charge 2 codes nationaux.
- Eurocode (EN)
- Code américain (ACI)
IDEA StatiCa RCS et IDEA StatiCa Beam prennent en charge 2 codes nationaux et 9 annexes nationales.
- Eurocode (EN)
- Autrichienne
- Belge
- Annexe nationale britannique
- Tchèque
- Néerlandaise
- Allemande
- Polonaise
- Singapour
- Slovaque
- Norme suisse (SIA)
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"value": "<p>L'Annexe Nationale du Royaume-Uni a été ajoutée à la famille des annexes existantes qui permettent aux ingénieurs d'effectuer la vérification normative des structures existantes et nouvellement construites.</p>\n<p>Nous avons mis en œuvre l'Annexe Nationale du Royaume-Uni en réponse à la demande de nombreux clients. Avec l'annexe britannique implémentée pour nos applications Béton, vous êtes désormais en mesure de calculer et principalement d'effectuer des vérifications normatives des structures de bâtiments selon BS EN 1992-1, des ponts selon BS EN 1992-2, des structures de soutènement et de confinement selon BS EN 1992-3. Les vérifications sont implémentées dans les applications béton Beam, RCS, Column et BIM.</p>\n<figure data-asset-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" data-image-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2fbc6c48-ca67-4098-a339-e42628d028a3/British%20annex.png\" data-asset-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" data-image-id=\"17d2c8fd-fb9c-493c-afb8-efeef4311945\" alt=\"\"></figure>\n<p><br></p>"
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"value": "<h2>Ferraillage dans les Aires Partiellement Chargées</h2>\n<p>Vous pouvez concevoir le ferraillage dans l'aire partiellement chargée de manière plus efficace depuis la version 20.1. Les barres de ferraillage font partie du modèle CSFM, et l'adhérence entre le béton et les barres est considérée comme parfaite. </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>À propos des Aires Partiellement Chargées</h2>\n<p>Cette fonctionnalité est principalement destinée aux ingénieurs structure spécialisés dans le préfabriqué et les ouvrages d'art, qui traitent des réactions importantes au niveau des appuis ou des forces de précontrainte concentrées issues des câbles de précontrainte dans les poutres. L'avantage réside dans un dimensionnement non conservateur, permettant des économies de matériaux et de coûts.</p>\n<p>Nous avons trouvé comment traiter l'état de contrainte triaxial dans les aires partiellement chargées. Dans ces zones, l'écrasement du béton est admis, et la résistance du béton en compression peut être augmentée grâce au confinement transversal conformément aux normes en vigueur (Eurocode). L'augmentation de la résistance peut atteindre 3 fois la résistance cylindrique du béton.</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>L'aire partiellement chargée se rencontre dans toute structure. Parmi les exemples typiques, on peut citer les entretoises de ponts avec une zone au-dessus des appuis, les zones sous ancrage, ou une charge concentrée sur le bord d'un voile. Les aires partiellement chargées sont dimensionnées conformément aux exigences de l'Eurocode et sont simultanément limitées par la géométrie du modèle (ouvertures, épaisseur, bords, changement brusque de section transversale).</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>L'augmentation de la résistance du béton peut être prise en compte si le confinement est assuré. En raison de cette condition, des barres de ferraillage sont automatiquement ajoutées pour satisfaire la condition relative au confinement et aux dispositions de l'Eurocode.</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>Cette fonctionnalité garantit que les modèles convergent tout en satisfaisant aux critères de dimensionnement des normes en vigueur (Eurocode). La méthode implémentée est indépendante du maillage en éléments finis. <strong>La capacité portante est augmentée avec</strong> le <strong>changement de l'aire de béton. La conséquence de cet état est une contrainte constante sur toute la hauteur d'un cône. </strong>Des bielles fictives dispersées influencent artificiellement la rigidité du cône et redistribuent correctement la contrainte transversale qui apparaît dans cette zone. La densité de chaque bielle dispersée augmente dans la direction de la charge appliquée.</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>Les limitations connues découlent des normes en vigueur dans l'Eurocode.</p>\n<ul>\n <li>Les cônes ne peuvent pas se chevaucher</li>\n <li>Les aires A<sub>c1</sub> et A<sub>c0 </sub>se trouvent sur la résultante de la force appliquée</li>\n</ul>\n<p><br></p>"
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"name": "National code",
"codename": "national_codes"
},
{
"name": "RCS",
"codename": "rcs"
},
{
"name": "Beam",
"codename": "beam"
}
],
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},
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"name": "Attachments",
"type": "asset",
"value": []
},
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"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "uk-national-annex-implementation"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"uk-national-annex-implementation\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
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"name": "default",
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},
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"name": "Page title",
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"value": "Mise en œuvre de l'Annexe Nationale du Royaume-Uni"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "L'Annexe Nationale du Royaume-Uni a été ajoutée à la famille des annexes existantes qui permettent aux ingénieurs d'effectuer la vérification normative des structures existantes et nouvellement construites."
},
"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",
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},
"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__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</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: Translated on 23.4.2026 23:37</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>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"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",
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"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}Pour plus d'informations, consultez l'article de blog Codes & annexes pris en charge dans IDEA StatiCa Concrete.