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Comment calculé ça avec la méthode de caquot ?


Su Zy
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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

image.png.9c83872d262a8d89eff4013326c8e6aa.png

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