Su Zy Posted February 8, 2021 Report Share Posted February 8, 2021 Exercice : Soit le portique autostable en béton armé donné par figure ci-après (axe B). Calculer les sollicitations (N, T et M) dans les éléments porteurs par la méthode de CAQUOT. (calcul sous charges verticales). On donne : * q = P = 20 KN/ml * Section des poutres (30 x 40 ) cm2 * Section des poteaux (30 x 30 ) cm2 Quote Link to comment Share on other sites More sharing options...
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