nadjma Posted October 7, 2013 Report Share Posted October 7, 2013 (edited) bonjour Je suis entrain d'étudier une structure Sous-Sol+RDC+4étages , Zone IIa Aprés vérification de l'éffort normale réduit et appliquez les combainaison accidentale telle que 0.8GEX ;EY et G+Q+EX ;EY ; je suis sur le point de faire le ferraillage de poteaux de section 40X70 Les éfforts de Poteaux sont Plus grand au niveaux 4étage ??? Je souhaiterais savoir quelle charge, maximale peut recevoir un poteaux , et qule sera le féraillage de ce poteaux ?? Voic pièce Joint Je Souterais de m'eclaisir sur Ce point?? Edited October 7, 2013 by nadjma Quote Link to comment Share on other sites More sharing options...
KHETT@B Posted October 7, 2013 Report Share Posted October 7, 2013 Quote Link to comment Share on other sites More sharing options...
adehar Posted October 7, 2013 Report Share Posted October 7, 2013 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted October 8, 2013 Report Share Posted October 8, 2013 1 Quote Link to comment Share on other sites More sharing options...
ucefelmir Posted October 8, 2013 Report Share Posted October 8, 2013 Quote Link to comment Share on other sites More sharing options...
keraz Posted October 8, 2013 Report Share Posted October 8, 2013 Quote Link to comment Share on other sites More sharing options...
nadjma Posted October 8, 2013 Author Report Share Posted October 8, 2013 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted October 8, 2013 Report Share Posted October 8, 2013 (edited) Edited October 8, 2013 by abdeslam-brahim 2 Quote Link to comment Share on other sites More sharing options...
keraz Posted October 9, 2013 Report Share Posted October 9, 2013 1 Quote Link to comment Share on other sites More sharing options...
nadjma Posted October 10, 2013 Author Report Share Posted October 10, 2013 (edited) Edited October 10, 2013 by nadjma Quote Link to comment Share on other sites More sharing options...
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