Guillaume5967 Posted April 11, 2011 Report Share Posted April 11, 2011 Bonjour, Voilà mon problème, j'ai un poteau d'un R+5 qui tombe sur une poutre dans mon SS excentré de 20 cm, rien que pour reprendre le cisaillement il me faut une poutre de 80cmx90cm (h=80). L'axe du poteau se situe à 0.60 cm de l'axe du poteau du SS. Je pensé partir sur le calcul ci-joint, faire une poutre en flexion composée dans ma dalle. Est ce correct ? La dalle va-t-elle bien tout reprendre et je n'aurai pas de problème de traction dans mon poteau ? Je pense recalé le poteau mais j'ai peur de la réaction de l'archi .... Merci d'avance.20110411122102893.pdf Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted April 12, 2011 Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted April 12, 2011 Author Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
nico1881 Posted April 12, 2011 Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted April 12, 2011 Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted April 12, 2011 Author Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
nico1881 Posted April 12, 2011 Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted April 12, 2011 Author Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
nico1881 Posted April 12, 2011 Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted April 12, 2011 Author Report Share Posted April 12, 2011 Quote Link to comment Share on other sites More sharing options...
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