USTHB2013 Posted October 21, 2018 Report Share Posted October 21, 2018 Dans un projet de réalisation d'une école, nous avons des poteaux rectangulaires de section (40x60) cm2; pour des raisons de main d’œuvres mal-qualifiée, on a disposé les armatures transversales d'une façon différente que celle prévu et mentionnée sur plan d'exécution (voir document ci-joint), est ce qu'il y aura une incidence sur la résistance des poteaux au effort de cisaillement ? N.B: le diamètre et le nombre des barres longitudinales n'ont pas été changé, 12T16 pour un poteau de 40x60 cm2 Doc1 - Copie.docx Quote Link to comment Share on other sites More sharing options...
ahmed elb Posted October 21, 2018 Report Share Posted October 21, 2018 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted October 22, 2018 Report Share Posted October 22, 2018 Quote Link to comment Share on other sites More sharing options...
Expert FRIDJALI Posted October 22, 2018 Expert Report Share Posted October 22, 2018 Quote Link to comment Share on other sites More sharing options...
USTHB2013 Posted October 22, 2018 Author Report Share Posted October 22, 2018 Quote Link to comment Share on other sites More sharing options...
Expert FRIDJALI Posted November 15, 2018 Expert Report Share Posted November 15, 2018 Quote Link to comment Share on other sites More sharing options...
ahmed elb Posted November 15, 2018 Report Share Posted November 15, 2018 1 Quote Link to comment Share on other sites More sharing options...
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