Lajoie Posted December 27, 2019 Report Share Posted December 27, 2019 Bonsoir, je suis entrain d'étudier une poutre alvéolaire en métallique je sais etudier cette poutre comme appui simple mais en cas elle est modélisé comme une traverse (poutre principale) je la considère comme encastré sur appui (poteau) l'étude de cette poutre est comme la Vierendeel le moment qui est a l'appui ( a cause de l'encadrement) j'ai le droit de le transformer en un couple d'effort ?? c'est a dire N1d = (Rdx0.24)-(qdx0.24x0.12)+(moment due a l'encastrement) ??????????????? Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted December 29, 2019 Report Share Posted December 29, 2019 Quote Link to comment Share on other sites More sharing options...
Lajoie Posted December 29, 2019 Author Report Share Posted December 29, 2019 Quote Link to comment Share on other sites More sharing options...
Lajoie Posted December 29, 2019 Author Report Share Posted December 29, 2019 Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted December 29, 2019 Report Share Posted December 29, 2019 Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted December 29, 2019 Report Share Posted December 29, 2019 Quote Link to comment Share on other sites More sharing options...
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