Issamania Posted May 24, 2012 Report Share Posted May 24, 2012 Salam J'ai une questions pour mes confrères du forum,je fais une étude d'un bâtiment d'habitation R+1 au sud de l'Algérie (zone 0) après le calcul j'ai dimensionné et j'ai eu ces résultats: *Poteaux:25*25(cm2) *Poutres principales:40*25(cm2) *Poutres secondaires:40*25(cm2) j'ai lu quelque parts que l'inertie du poteau doit être supérieur à l'inertie de la poutre (je pense c'est pour appliquer le principe poteaux forts-poutres faibles) ma question est ce que je dois appliquer cette condition et qu'elle est ça source??? merci d'avance 1 Quote Link to comment Share on other sites More sharing options...
nabilmisou Posted May 24, 2012 Report Share Posted May 24, 2012 1 Quote Link to comment Share on other sites More sharing options...
Issamania Posted May 24, 2012 Author Report Share Posted May 24, 2012 Quote Link to comment Share on other sites More sharing options...
Dady23 Posted May 24, 2012 Report Share Posted May 24, 2012 6 Quote Link to comment Share on other sites More sharing options...
Issamania Posted May 27, 2012 Author Report Share Posted May 27, 2012 Quote Link to comment Share on other sites More sharing options...
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lAAJALI imad Posted August 25, 2016 Report Share Posted August 25, 2016 Quote Link to comment Share on other sites More sharing options...
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