mamekha05 Posted December 28, 2017 Report Share Posted December 28, 2017 Soit une poutre bi-encastrée de portée l=5.00m (voir figure ci-dessous) ; l’élément supporte en plus de son poids propre une charge d’exploitation q=10Kn/ml. 1) Calculer les sollicitations de cet élément. 2) Quel est le type de calcul à effectuer pour le dimensionnement de cet élément. 3) Vérifier sa sécurité structurale. En pièce jointe le schéma Quote Link to comment Share on other sites More sharing options...
USTHB2013 Posted December 30, 2017 Report Share Posted December 30, 2017 1 Quote Link to comment Share on other sites More sharing options...
Soumare93 Posted January 20, 2018 Report Share Posted January 20, 2018 Quote Link to comment Share on other sites More sharing options...
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