Hichem_gc Posted April 8, 2011 Report Share Posted April 8, 2011 Bonjour, je veut calculer une semelle isolée sous poteau de rive 40*40 J'ai le moment dus au séisme Mu=23,49MN au niveau RDC et un effort de tranchant Nu=0,44MN. apré j'ai trouvé e=Mu/Nu=53,39m, la valeur de e est très grand qcq je doit faire. merci Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted April 8, 2011 Report Share Posted April 8, 2011 Quote Link to comment Share on other sites More sharing options...
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