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ferraillage poteaux


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j'ai un batiment C+9 et je le faire l'etude, mais quand je calcule le ferraillage des poteaux j'ai trouve que le ferraillage des poteaux du dernier étage (9eme étage) plus élevé (16 barre T16) que les étages en bas (16 barre T14) ????!!!!!!!

sachant que la zone est forte sismicité

est ce que c'est logique .........??????


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