aminegc Posted May 3, 2011 Report Share Posted May 3, 2011 Salamoalikoum, N'ayant pas obtenu de réponse sur la section " structures beton armé " je tente ici : après avoir effectué une descente de charge, on trouve la section de la semelle avec S> Nelu/p ou bien Nels/p ? et une question qui m'intrigue plus : si on prend compte des moments sismiques trouvés par calcul modal sur CBS cela engendrerait de grandes semelles ! ! ce qui ne va pas plaire au maitre d'ouvrage ! donc comment tenir compte du moment sismique sur la semelle sans qu'elle ne soient grosses ? et Merci Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted May 3, 2011 Report Share Posted May 3, 2011 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 3, 2011 Report Share Posted May 3, 2011 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 3, 2011 Report Share Posted May 3, 2011 Quote Link to comment Share on other sites More sharing options...
Abdelhamid BELMAARIS Posted May 3, 2011 Report Share Posted May 3, 2011 Quote Link to comment Share on other sites More sharing options...
nadjib Posted May 3, 2011 Report Share Posted May 3, 2011 Quote Link to comment Share on other sites More sharing options...
aminegc Posted May 4, 2011 Author Report Share Posted May 4, 2011 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 4, 2011 Report Share Posted May 4, 2011 Quote Link to comment Share on other sites More sharing options...
Abdelhamid BELMAARIS Posted May 4, 2011 Report Share Posted May 4, 2011 Quote Link to comment Share on other sites More sharing options...
behaz Posted May 4, 2011 Report Share Posted May 4, 2011 Quote Link to comment Share on other sites More sharing options...
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