Atualmente, existem 3 normas e 9 anexos nacionais suportados em várias aplicações IDEA StatiCa Concrete.
IDEA StatiCa Detail suporta 2 normas nacionais.
- Eurocódigo (EN)
- Norma americana (ACI)

IDEA StatiCa RCS e IDEA StatiCa Beam suportam 2 normas nacionais e os seguintes 9 anexos nacionais.
- Eurocódigo (EN)
- Austríaco
- Belga
- Anexo nacional britânico
- Checo
- Holandês
- Alemão
- Polaco
- Singapura
- Eslovaco
- Norma Suíça (SIA)

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"value": "<p>O Anexo Nacional do Reino Unido foi adicionado à família de anexos existentes que permitem aos engenheiros efetuar a verificação normativa de estruturas existentes e recentemente construídas.</p>\n<p>Implementámos o Anexo Nacional do Reino Unido em resposta ao impulso de muitos dos nossos clientes. Com o anexo do Reino Unido implementado nas nossas aplicações de betão, é agora possível calcular e, principalmente, efetuar verificações normativas de estruturas de edifícios de acordo com a BS EN 1992-1, pontes BS EN 1992-2, estruturas de contenção e retenção de acordo com a BS EN 1992-3. As verificações estão implementadas nas aplicações de betão Beam, RCS, Column e 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 em Área Parcialmente Carregada</h2>\n<p>É possível dimensionar a armadura na área parcialmente carregada de forma mais eficiente desde a versão 20.1. As barras de armadura fazem parte do modelo CSFM, e a aderência entre o betão e as barras é tratada como perfeita. </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>Sobre a Área Parcialmente Carregada</h2>\n<p>Esta funcionalidade é adequada principalmente para engenheiros estruturais de pré-fabricação e pontes que lidam com reações significativas nos apoios ou forças de pré-esforço concentradas provenientes dos tendões nas vigas. O benefício está além de um dimensionamento não conservador, permitindo poupar material e custos.</p>\n<p>Foi desenvolvida uma abordagem para tratar o estado de tensão triaxial em áreas parcialmente carregadas. Nestas áreas, o esmagamento do betão é admitido, e a resistência do betão à compressão pode ser aumentada devido ao confinamento transversal de acordo com as normas em vigor (Eurocódigo). O aumento da resistência pode atingir até 3 vezes a resistência à compressão em cilindro do betão.</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>A área parcialmente carregada pode ser encontrada em qualquer estrutura. Alguns exemplos típicos são os diafragmas de pontes com uma área acima dos apoios, áreas sob a âncora, ou carga concentrada na extremidade da parede. As áreas parcialmente carregadas são dimensionadas de acordo com os requisitos do Eurocódigo e são simultaneamente condicionadas pela geometria do modelo (aberturas, espessura, bordos, variação abrupta da secção 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>O aumento da resistência do betão pode ser considerado se o confinamento for mantido. Devido a esta condição, barras de armadura são automaticamente adicionadas para satisfazer a condição relativa ao confinamento e às disposições do 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 funcionalidade garante que os modelos convergem e cumprem simultaneamente os critérios de dimensionamento das normas em vigor (Eurocódigo). O método implementado é independente da malha de elementos finitos. <strong>A capacidade resistente é aumentada com</strong> a <strong>variação da área de betão. A consequência deste estado é uma tensão constante ao longo da altura de um cone. </strong>As escoras fictícias dispersas afetam artificialmente a rigidez do cone e redistribuem corretamente a tensão transversal que surge nesta área. A densidade de cada escora dispersa aumenta na direção da 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>As limitações conhecidas decorrem das normas em vigor no Eurocódigo.</p>\n<ul>\n <li>Os cones não podem coincidir</li>\n <li>A área A<sub>c1</sub> e A<sub>c0 </sub>situam-se na resultante da força atuante</li>\n</ul>\n<p><br></p>"
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}Encontre mais informações na publicação do blogue Normas e anexos suportados no IDEA StatiCa Concrete.
