a.GC Posted August 7, 2012 Report Share Posted August 7, 2012 Bonjour je suis en train de calculer un batiment contre-venté par portique avec le logiciel Cypecad , mais il me donne des sections d'armatures très grandes pour les poteaux dans le cas sismique , je ne sais pas comment ce logiciel calcule le ferraillage dans le cas d'une flexion composée , est ce qu'on peut se contenter de calculer le ferraillage dans le cas statique et on vérifie que les sections calculées passent sous le moment sismique ? Merci de me répondre à cette question. Quote Link to comment Share on other sites More sharing options...
Fabrice Depot Posted August 22, 2012 Report Share Posted August 22, 2012 Quote Link to comment Share on other sites More sharing options...
dexter80 Posted August 28, 2012 Report Share Posted August 28, 2012 Quote Link to comment Share on other sites More sharing options...
a.GC Posted August 28, 2012 Author Report Share Posted August 28, 2012 Quote Link to comment Share on other sites More sharing options...
a.GC Posted August 28, 2012 Author Report Share Posted August 28, 2012 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted October 12, 2013 Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted October 15, 2013 Report Share Posted October 15, 2013 Quote Link to comment Share on other sites More sharing options...
@youb10 Posted October 17, 2014 Report Share Posted October 17, 2014 Quote Link to comment Share on other sites More sharing options...
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