Mahrez chanez Posted November 8, 2020 Report Share Posted November 8, 2020 (30*35)cm²Nu=125kN. Mu=-63 Mug=45kN. C1=c2=3cmFc28=25mpa. Acier feE400Nser=75 kN. Mser=-28kN.m _shematiser la partie tendu et la partie comprimé?calculer les armatures a l'Elu _verifier les contraintes a l'Els Entrons-nousle signe négatif de momentdans le calcul ou non ?? Aidez-moi, s'il vous plaît Quote Link to comment Share on other sites More sharing options...
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