janyour Posted August 23, 2011 Report Share Posted August 23, 2011 pour calculer les armatures transversales des poteaux selon l'RPA (article 7.4.2.2) dans la formule on donne Vu est l'effort tranchant de calcul. quelle est la combinaison qu'on doit prendre (1.35g+1.5p ou les combinaisons accidentelles ou le max entre les deux)???? Quote Link to comment Share on other sites More sharing options...
hcnf Posted October 4, 2011 Report Share Posted October 4, 2011 Quote Link to comment Share on other sites More sharing options...
maya GC Posted December 10, 2013 Report Share Posted December 10, 2013 Quote Link to comment Share on other sites More sharing options...
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