maroko123 Posted January 6, 2017 Report Share Posted January 6, 2017 Bonjour à tous Je calcule une poutre soumise à de la flexion composee (moment +traction) est ce quil est faux de: 1.calculer la section uniquement sous la flexion simple 2. Calculer la section du à mon effort de traction Ast =Fed /fyd et repartir la moitié de cette section en NS et NI dans ce cas comment vérifier les contraintes ? est ce que cette méthode est également possible dans le cas d'une poutre continue ? merci d'avance ? Quote Link to comment Share on other sites More sharing options...
montabone Posted January 6, 2017 Report Share Posted January 6, 2017 Quote Link to comment Share on other sites More sharing options...
maroko123 Posted January 6, 2017 Author Report Share Posted January 6, 2017 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted January 6, 2017 Report Share Posted January 6, 2017 1 Quote Link to comment Share on other sites More sharing options...
MAKER Posted January 6, 2017 Report Share Posted January 6, 2017 (edited) Edited January 6, 2017 by ABDOH Quote Link to comment Share on other sites More sharing options...
maroko123 Posted January 6, 2017 Author Report Share Posted January 6, 2017 Quote Link to comment Share on other sites More sharing options...
montabone Posted January 7, 2017 Report Share Posted January 7, 2017 1 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted January 9, 2017 Report Share Posted January 9, 2017 1 Quote Link to comment Share on other sites More sharing options...
montabone Posted January 9, 2017 Report Share Posted January 9, 2017 1 Quote Link to comment Share on other sites More sharing options...
maroko123 Posted January 10, 2017 Author Report Share Posted January 10, 2017 Quote Link to comment Share on other sites More sharing options...
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