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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.


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