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probleme de traction au niveau des poteaux aux fondation


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j'ai des efforts de traction au niveau des fondation au noeud des poteaux certain ingenieurs disent qu'ils faut augmenter le volume de la fondation et d'autres qu'ils faut augmenter la longuere des crocher venont des poteaux dans les fondations, et dans les deux cas y'a aucune argumentation techniques.

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