{"id":3095,"date":"2017-10-17T09:00:42","date_gmt":"2017-10-17T11:00:42","guid":{"rendered":"https:\/\/blogs.autodesk.com\/mundoaec\/?p=3095"},"modified":"2017-10-09T11:28:06","modified_gmt":"2017-10-09T14:28:06","slug":"structural-bridge-design-2018-ja-esta-disponivel","status":"publish","type":"post","link":"https:\/\/blogs.autodesk.com\/mundoaec\/structural-bridge-design-2018-ja-esta-disponivel\/","title":{"rendered":"Structural Bridge Design 2018 j\u00e1 est\u00e1 dispon\u00edvel"},"content":{"rendered":"<p>Autodesk Structural Bridge Design j\u00e1 est\u00e1 dispon\u00edvel para download via aplicativo Autodesk Desktop ou como a vers\u00e3o de 30 dias gr\u00e1tis.<\/p>\n<h3><strong>An\u00e1lise\u00a0de Superf\u00edcie de Intera\u00e7\u00e3o<\/strong><\/h3>\n<p>Esta vers\u00e3o adiciona an\u00e1lise de superf\u00edcie de intera\u00e7\u00e3o para se\u00e7\u00f5es de design que permite que as superf\u00edcies de intera\u00e7\u00e3o 3D sejam calculadas para qualquer se\u00e7\u00e3o de concreto armado. Cada caso de carregamento aplicado \u00e0 se\u00e7\u00e3o \u00e9 plotado, mostrando cargas permanentes e vari\u00e1veis. Quando um caso de carregamento cai fora da superf\u00edcie, a linha muda de cor de preto para vermelho como mostrado no gr\u00e1fico abaixo. A superf\u00edcie de interac\u00e3o pode ser exportada para uma planilha no Microsoft Excel\u00a0e os resultados podem ser vistos como um relat\u00f3rio que inclui uma rela\u00e7\u00e3o de desempenho para cada caso de carregamento.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3096\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-1.png\" alt=\"\" width=\"705\" height=\"435\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-1.png 705w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-1-300x185.png 300w\" sizes=\"auto, (max-width: 705px) 100vw, 705px\" \/><\/p>\n<p>&nbsp;<\/p>\n<h3><strong>Design de viga p\u00f3s tensionada para AASHTO LRFD 7<\/strong><\/h3>\n<p>Esta vers\u00e3o inclui um novo m\u00f3dulo de design de viga que permite vigas p\u00f3s tensionadas (vigas protendidas) \u00a0serem desenhadas para a edi\u00e7\u00e3o AASHTO LRFD 7<sup>th\u00a0 <\/sup>com intera\u00e7oes de 2016. <em><strong>Vigas com v\u00e3os vari\u00e1veis <\/strong><\/em>podem ser definidas com se\u00e7\u00f5es transversais pr\u00e9-moldadas ou colocadas no local. As perdas nas cordoalhas ao longo da viga podem ser plotadas para cada cordoalha.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3097\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-2.png\" alt=\"\" width=\"705\" height=\"246\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-2.png 705w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-2-300x105.png 300w\" sizes=\"auto, (max-width: 705px) 100vw, 705px\" \/><\/p>\n<p>Um resumo impresso das perdas ao longo de cada cordoalha tamb\u00e9m pode ser produzido juntamente com uma discrimina\u00e7\u00e3o mais detalhada dos c\u00e1lculos de perda.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3098\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-3.png\" alt=\"\" width=\"704\" height=\"375\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-3.png 704w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-3-300x160.png 300w\" sizes=\"auto, (max-width: 704px) 100vw, 704px\" \/><\/p>\n<p>Projetos de vigas p\u00f3s tensionadas (protendidas) podem ser incorporados na an\u00e1lise do modelo estrutural com cordoalhas criadas automaticamente no modelo. Carregamentos podem ser aplicados ao modelo e os est\u00e1gios da construc\u00e3o podem ser definidos para representar \u00a0stress da cordoalha, re stress e grouting.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3099\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-4.png\" alt=\"\" width=\"688\" height=\"330\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-4.png 688w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-4-300x144.png 300w\" sizes=\"auto, (max-width: 688px) 100vw, 688px\" \/><\/p>\n<p>Depois que as cargas forem analisadas, elas podem ser transferidas de volta para o desenho da viga. As cargas transferidas incluem os efeitos secund\u00e1rios pr\u00e9-stress da an\u00e1lise. Efeitos de torc\u00e3o tamb\u00e9m s\u00e3o incluidos para satisfazer requisitos do c\u00f3digo de design.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3100\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-5.png\" alt=\"\" width=\"705\" height=\"278\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-5.png 705w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-5-300x118.png 300w\" sizes=\"auto, (max-width: 705px) 100vw, 705px\" \/><\/p>\n<p>&nbsp;<\/p>\n<p>As vigas p\u00f3s tensionadas agora podem ser projetadas para cada um dos casos de carregamento e impress\u00f5es detalhadas produzidas dos c\u00e1lculos:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3101\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-6.png\" alt=\"\" width=\"406\" height=\"705\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-6.png 406w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-6-173x300.png 173w\" sizes=\"auto, (max-width: 406px) 100vw, 406px\" \/><\/p>\n<h3><strong>\u00a0Membros Virtuais<\/strong><\/h3>\n<p>Nesta vers\u00e3o os Membros Compostos s\u00e3o alterados para Membros Virtuais. Um Membro Virtual \u00e9 uma combinac\u00e3o de elementos de vigas e elementos finitos para o qual um unico conjunto de resultados em uma determinada se\u00e7\u00e3o de um eixo espec\u00edfico do membro virtual \u00e9 solicitado. Isto permite que simples resultados sejam produzidos para complexas geometrias estruturais.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3102\" src=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-7.png\" alt=\"\" width=\"705\" height=\"388\" srcset=\"https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-7.png 705w, https:\/\/blogs.autodesk.com\/mundoaec\/wp-content\/uploads\/sites\/84\/2017\/10\/Pontes-7-300x165.png 300w\" sizes=\"auto, (max-width: 705px) 100vw, 705px\" \/><\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<h3><strong>AEC Collection<\/strong><\/h3>\n<p>N\u00f3s tamb\u00e9m estamos muito satisfeitos em anunciar que o Autodesk Structural Bridge Design agora faz parte da cole\u00e7\u00e3o Arquitetura, Engenharia e Constru\u00e7\u00e3o (<a href=\"https:\/\/www.autodesk.com.br\/collections\/architecture-engineering-construction\/included-software\">AEC Collection<\/a>). A cole\u00e7\u00e3o oferece acesso a um conjunto de ferramentas integradas e fluxos de trabalho poderosos para que voc\u00ea possa oferecer seu melhor trabalho e ficar competitivo.<\/p>\n<h3><strong>Outras informa\u00e7\u00f5es<\/strong><\/h3>\n<p>Detalhes completos sobre os novos recursos e problemas resolvidos com esta vers\u00e3o podem ser encontrados <a href=\"http:\/\/up.autodesk.com\/2018\/SBRDES\/Autodesk_Structural_Bridge_Design_2018_readme.html\">aqui<\/a>.<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Autodesk Structural Bridge Design j\u00e1 est\u00e1 dispon\u00edvel para download via aplicativo Autodesk Desktop ou como a vers\u00e3o de 30 dias gr\u00e1tis.<\/p>\n<p>An\u00e1lise\u00a0de Superf\u00edcie de Intera\u00e7\u00e3o<\/p>\n<p>Esta vers\u00e3o adiciona an\u00e1lise de superf\u00edcie de intera\u00e7\u00e3o para se\u00e7\u00f5es de design que permite que as superf\u00edcies de intera\u00e7\u00e3o 3D sejam calculadas para qualquer se\u00e7\u00e3o de concreto armado.<\/p>\n","protected":false},"author":8169,"featured_media":3102,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"inline_featured_image":false,"footnotes":""},"categories":[1736,1729,1728,1688,1745],"tags":[],"class_list":["post-3095","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-aec-collection","category-construcao","category-infraestrutura","category-mundo-aec","category-pontes"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v21.3 (Yoast SEO v27.3) - 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