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Justification d'un puits


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Bonjour à tous

Je cherche la méthodologie pour le calcul et la justification d'un puit coulé en béton armé de 1,80m de hauteur et de diamètre 800 mm support de charpente métallique. Pour la justification à la contrainte de sol je tiens compte du frottement négatif mais comment doit on calculer l'armature sur la hauteur ?


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