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justification vis à vis de l'effet P-D


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pour la vérification des effets du 2°ordre j'ai besoin de connaitre:   


Vk effort tranchant d'étage au niveau k


Pk poids total associées au dessus du niveau k  


(moi j'ai fais la modélisation par SAP  2000 es qu'il peut me donner l'effort tranchant d'étage et comment?


cordialement :)

Edited by miramoun
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