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Calcul d'acier transversaux

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  j'ai un petit probleme au niveau de calcule des acier transversaux



Donné  fe = 400

            fet = 215

                       section constant 22*30

       j'ai calculer les moment enveloppe '' fichier joint ''


je peux calculer les acier transversaux pour une poutre isostatique chargé uniformement car Vd = Vg mais celle ci j'ai pas pu le faire car j'ai 4 valeur d'effort tranchant ..je  suis bloqué

Edited by macmouca2010
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