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Question calcul descente de charge


nadififi

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coucou tout le monde, si on peu m'aider sur ces points ce serai sympa:

tous d'abord je voudrai savoir quel la contrainte admissible du béton armé

et en 2eme lieu: est ce qu'une section d'un poteau de 0.70m pour une hauteur de 13 m est suffisante dans un portique hyperstatique dans les deux sens, sachant que la plus grande porté est de 12m.

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