loucing Posted January 25, 2011 Report Share Posted January 25, 2011 Bonjour tout le monde. comment expliquer l'intensité des moments aux droits des poutres associées aux voiles des contreventements !? sur la figure suivante, le cas se présente: voile de 20 cm, poutres secondaires 30x40 et un moment de 171 KNm, le ferraillage symétrique en zone nodale (RPA) nous donne une section d'acier énorme. Ya-t-il une explication à ça ? Cordialement Quote Link to comment Share on other sites More sharing options...
fatmabela Posted January 25, 2011 Report Share Posted January 25, 2011 Quote Link to comment Share on other sites More sharing options...
abdenour Posted January 25, 2011 Report Share Posted January 25, 2011 Quote Link to comment Share on other sites More sharing options...
plancoet Posted January 25, 2011 Report Share Posted January 25, 2011 Quote Link to comment Share on other sites More sharing options...
loucing Posted January 26, 2011 Author Report Share Posted January 26, 2011 Quote Link to comment Share on other sites More sharing options...
fatmabela Posted January 26, 2011 Report Share Posted January 26, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted January 26, 2011 Report Share Posted January 26, 2011 Quote Link to comment Share on other sites More sharing options...
loucing Posted January 26, 2011 Author Report Share Posted January 26, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted January 26, 2011 Report Share Posted January 26, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted January 26, 2011 Report Share Posted January 26, 2011 Quote Link to comment Share on other sites More sharing options...
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