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Effort sismique Au Sous-Sol


med.elati

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Bonjour

 

je travaile sur un batiment R+15+sous-sol

 

ma question est : est ce que c'est normal d'avoir des efforts horizontaux sur les poteaux et les voiles du sous-sol ou Non ?

Sinon comment faire sur CBS pour résoudre ce probleme

 

Meme question lors de la répartition des efforts de la méthode statique équivalente ?

CORDIALEMENT
MERCI

 

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