Looking for Posted July 22, 2015 Report Share Posted July 22, 2015 (edited) Bonsoir tout le monde, j'espère que vous allez bien.Mon problème est le suivant:En effectuant ma descente de charge (d'un bâtiment R+6)(étude statique), je n'ai pas obtenu les même valeurs de Nu au niveau des poteaux qui supportent les dalles pleines, les résultats me semblent contradictoires par apports aux résultats obtenus par le calcul manuel! Je vous passe mes résultats, et un aperçu du plan de coffrage sur cbs!En attente de vos remarques et avertissements!!Merci =) Edited September 3, 2015 by Looking for Quote Link to comment Share on other sites More sharing options...
elninhyo Posted July 23, 2015 Report Share Posted July 23, 2015 Quote Link to comment Share on other sites More sharing options...
christykep Posted July 23, 2015 Report Share Posted July 23, 2015 Quote Link to comment Share on other sites More sharing options...
elninhyo Posted July 23, 2015 Report Share Posted July 23, 2015 (edited) Edited July 23, 2015 by elninhyo Quote Link to comment Share on other sites More sharing options...
Jody Posted July 23, 2015 Report Share Posted July 23, 2015 Quote Link to comment Share on other sites More sharing options...
Looking for Posted July 23, 2015 Author Report Share Posted July 23, 2015 Quote Link to comment Share on other sites More sharing options...
Moulay ELYAZID Posted July 23, 2015 Report Share Posted July 23, 2015 Quote Link to comment Share on other sites More sharing options...
christykep Posted July 23, 2015 Report Share Posted July 23, 2015 (edited) Edited July 23, 2015 by christykep Quote Link to comment Share on other sites More sharing options...
Looking for Posted July 23, 2015 Author Report Share Posted July 23, 2015 Quote Link to comment Share on other sites More sharing options...
christykep Posted July 23, 2015 Report Share Posted July 23, 2015 (edited) Edited July 23, 2015 by christykep Quote Link to comment Share on other sites More sharing options...
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