najoua Posted March 26, 2009 Report Share Posted March 26, 2009 ASSALEMO ALAIKOM Je suis en train de faire le calcul d'un immeuble s.sol+rdc+10etages avec CBS. Je me demande sous quel critère on peut fixer la quantité d'acier minimal, optimal et maximal en % ou en kg/m3. et comment je peut avoir un tableau recap : section des poteaux / armature / metré general(quantité de beton + quantité d'acier) jazakom allah kolla kair Quote Link to comment Share on other sites More sharing options...
submarine2012 Posted March 26, 2009 Report Share Posted March 26, 2009 Quote Link to comment Share on other sites More sharing options...
najoua Posted March 27, 2009 Author Report Share Posted March 27, 2009 Quote Link to comment Share on other sites More sharing options...
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