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vérification de l effort tranchant a la base sur etabs


Khaled Hamou
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données: batiment r+10 avec sous sol apré analyse j ai introduit : masse total =938.401 tone

V dynamique(x) =1827.02kn///////// V dynamique (y) =2106.42kn (from ALL)

et apré V statique (x,y) =303kn 

Q/°asque c normal que le V statique il est plus petit parport le Vdynamique ?

si si non ; ou est les le problem ?

svp c urg ..

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