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Mur de soutenement "equerre"


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voila j'ai un petit problem je suis occupée a dimmensionne un mur de soutenement en equerre avec beche.

ma  1ER question est:

est-ce que je dois tenir compte  du poids volumique sature ou dejauge pour calcul des armatures a ELU


que signifie concretement l'eau porte l'eau



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