ISMAIL.K Posted May 1, 2013 Report Share Posted May 1, 2013 Salam à tous, Pendant plusieurs études que j'ai fait récemment,et dans la phase de calcul des voiles de contreventement,je trouve toujours des résultats énormes, et je n'arrive pas à comprendre et à résoudre ce problème,et vous informe que le type de voile étudie ets un voile rigidifie dans les 2 cotés (c-à-d: deux poteaux dans les extrémités du voile). Les analyse ont été faite par ETABS. Le ferraillage du voile a été fait pat la méthode des contraintes. J'ai besoin d'aide,SVP aidez moi,j'ignore est ce que j'ai oublié qlq chose dans ETABS ou autre chose ??.... Cordialement. Quote Link to comment Share on other sites More sharing options...
karena Posted May 1, 2013 Report Share Posted May 1, 2013 1 Quote Link to comment Share on other sites More sharing options...
ISMAIL.K Posted May 1, 2013 Author Report Share Posted May 1, 2013 Quote Link to comment Share on other sites More sharing options...
karena Posted May 1, 2013 Report Share Posted May 1, 2013 1 Quote Link to comment Share on other sites More sharing options...
ISMAIL.K Posted May 1, 2013 Author Report Share Posted May 1, 2013 Quote Link to comment Share on other sites More sharing options...
CEC Posted May 1, 2013 Report Share Posted May 1, 2013 1 Quote Link to comment Share on other sites More sharing options...
ISMAIL.K Posted May 1, 2013 Author Report Share Posted May 1, 2013 Quote Link to comment Share on other sites More sharing options...
karena Posted May 1, 2013 Report Share Posted May 1, 2013 1 Quote Link to comment Share on other sites More sharing options...
behaz Posted May 1, 2013 Report Share Posted May 1, 2013 1 Quote Link to comment Share on other sites More sharing options...
ISMAIL.K Posted May 1, 2013 Author Report Share Posted May 1, 2013 Quote Link to comment Share on other sites More sharing options...
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