Actualmente, hay 3 códigos y 9 anexos nacionales compatibles con varias aplicaciones de IDEA StatiCa Concrete.
IDEA StatiCa Detail admite 2 códigos nacionales.
- Eurocódigo (EN)
- Código americano (ACI)
IDEA StatiCa RCS y IDEA StatiCa Beam admiten 2 códigos nacionales y 9 anexos nacionales.
- Eurocódigo (EN)
- Austriaco
- Belga
- Anexo nacional británico
- Checo
- Neerlandés
- Alemán
- Polaco
- Singapur
- Eslovaco
- Norma suiza (SIA)
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"value": "<p>El Anexo Nacional del Reino Unido se añadió a la familia de anexos existentes que permiten a los ingenieros realizar la verificación normativa de estructuras existentes y de nueva construcción.</p>\n<p>Hemos implementado el Anexo Nacional del Reino Unido como respuesta al impulso de muchos de nuestros clientes. Con el anexo del Reino Unido implementado para nuestras aplicaciones de hormigón, ahora es posible calcular y principalmente realizar verificaciones normativas de estructuras de edificación según BS EN 1992-1, puentes BS EN 1992-2, estructuras de contención y retención según BS EN 1992-3. Las verificaciones están implementadas en las aplicaciones de hormigón Beam, RCS, Column y 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>Armadura en Área Parcialmente Cargada</h2>\n<p>Puede diseñar la armadura en el área parcialmente cargada de una manera más eficaz desde la versión 20.1. Las barras de armadura forman parte del modelo CSFM, y la adherencia entre el hormigón y las barras se trata como perfecta. </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>Acerca del Área Parcialmente Cargada</h2>\n<p>Esta función es adecuada principalmente para ingenieros estructurales de prefabricados y puentes que trabajan con reacciones significativas en los apoyos o fuerzas de pretensado concentradas de los tendones en las vigas. El beneficio está oculto más allá de un diseño no conservador, ahorrando material y dinero.</p>\n<p>Hemos encontrado la manera de tratar la tensión triaxial en áreas parcialmente cargadas. En estas áreas se permite el aplastamiento del hormigón, y la resistencia del hormigón a compresión puede aumentarse debido al confinamiento transversal según las normas vigentes (Eurocódigo). El aumento de la resistencia puede ser hasta 3 veces la resistencia a compresión cilíndrica del hormigón.</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>El área parcialmente cargada se puede encontrar en cualquier estructura. Algunos ejemplos típicos son los diafragmas de puentes con un área sobre los apoyos, áreas bajo el anclaje, o carga concentrada en el borde del muro. Las áreas parcialmente cargadas se diseñan según los requisitos del Eurocódigo y simultáneamente están restringidas por la geometría del modelo (aberturas, espesor, bordes, cambio brusco de sección transversal).</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>El aumento de la resistencia del hormigón puede considerarse si se mantiene el confinamiento. Debido a esta condición, las barras de armadura se añaden automáticamente para cumplir la condición relativa al confinamiento y la disposición del Eurocódigo.</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>Esta funcionalidad garantiza que los modelos convergen y simultáneamente cumplen con los criterios de diseño de las normas vigentes (Eurocódigo). El método implementado es independiente de la malla de elementos finitos. <strong>La capacidad portante aumenta con</strong> el <strong>cambio del área de hormigón. La consecuencia de este estado es una tensión constante a lo largo de la altura de un cono. </strong>Las bielas ficticias dispersas afectan artificialmente a la rigidez del cono y redistribuyen correctamente la tensión transversal que aparece en esta área. La densidad de cada biela dispersa aumenta en la dirección de la carga aplicada.</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>Las limitaciones conocidas provienen de las normas vigentes en el Eurocódigo.</p>\n<ul>\n <li>Los conos no pueden coincidir</li>\n <li>El área A<sub>c1</sub> y A<sub>c0 </sub>se sitúan sobre la resultante de la fuerza actuante</li>\n</ul>\n<p><br></p>"
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"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"
}
]
},
"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": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "Implementación del Anexo Nacional del Reino Unido"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "El Anexo del Reino Unido se añadió a la familia de anexos existentes que permiten a los ingenieros realizar la verificación normativa de estructuras existentes y de nueva construcción."
},
"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__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: Translated on 9.4.2026 13:10</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>\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",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}Encuentre más información en la entrada del blog Códigos y anexos compatibles con IDEA StatiCa Concrete.