zaki184 Posted January 19, 2011 Report Share Posted January 19, 2011 je viens de preparer un mini-projet d un batiment R+1 j ai trouvé des diffeculté dans le calcue de G(charge permanante ki peut suuporter cette poteau) surtout comment calculer le poid de cloison qui est en dessus j ai deja le poid srfacique de cloison qui est 1KN/m² mais comment peut on calculer la sufacce de mur supporter par le poteau Quote Link to comment Share on other sites More sharing options...
Abdelhamid BELMAARIS Posted January 20, 2011 Report Share Posted January 20, 2011 Quote Link to comment Share on other sites More sharing options...
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