lescofieldeur2 Posted August 23, 2012 Report Share Posted August 23, 2012 bonjour, j'ai besoin de votre aide SVP en raison d'agrandissement de l'ouverture terrasse pour le desenfumage un renfort est prévu. il s'agit d'un systeme de renfort avec des poutres IPE160 et IPE 80 http://imageshack.us/photo/my-images/13/p02071208390001.jpg/ les charges a reprendre sont une dalle beton armé de 20 cm plus 1kn/m2 de toiture terrasse mes questions sont les suivantes : est ce que je dois verifier toute les poutre en flexion simple seulement? et comment verifier les goujons et calculer la charge qui doivent reprendre? http://imageshack.us/photo/my-images/546/p02071208390002.jpg/ http://imageshack.us/photo/my-images/839/coupebb.jpg/ http://imageshack.us/photo/my-images/23/coupeaa.jpg/ 1 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted August 23, 2012 Report Share Posted August 23, 2012 1 Quote Link to comment Share on other sites More sharing options...
lescofieldeur2 Posted August 23, 2012 Author Report Share Posted August 23, 2012 Quote Link to comment Share on other sites More sharing options...
BEN YZD Posted August 23, 2012 Report Share Posted August 23, 2012 1 Quote Link to comment Share on other sites More sharing options...
BEN YZD Posted August 23, 2012 Report Share Posted August 23, 2012 1 Quote Link to comment Share on other sites More sharing options...
lescofieldeur2 Posted August 24, 2012 Author Report Share Posted August 24, 2012 Quote Link to comment Share on other sites More sharing options...
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