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le calcul d'un poteau en flexion composée

Braven Didinis

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svp vous pouvez m'aider sur le calcul à la main d'un poteau en flexion composée je ne trouve pas le meme resultat sur robot expert M ELA=13t.m   NELA =38t   section poteau =30*40 cm2   sous la combinaison G+Q+1.2E l'expert medonne une section de 5 cm2 et le calcul manuel 7 cm2 merci

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