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Etabs, Dalle pleiine et masse source


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on a un batiment d'habitation

les planches sont en DALLE PLEINE de 15cm en beton 

et recevoivent comme charges permanentes uniquement (carrelage,lit de sable,moortier) 1.78 Kn/m²

et surcharges Q 1.5Kn/m²

que choisir pour la Masse Source?

Additionnal masse? ou quoi




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