CALCULATEUR Posted January 16, 2012 Report Share Posted January 16, 2012 Bonjour à tous et meilleurs vœux a vous!! je dois calculer une poutre en B.A avec une charge de : G = 96T et Q = 15T appliquée au milieu de la poutre. la poutre a une portée de 1.20m section 20 x 55 cm. la poutre ne peut donc pas être justifiée nous ne pouvons pas non plus modifier les dimensions ( contrainte architecturale). La solution est donc de calculer cette poutre en poutre mixte ( acier béton). Ma question avez vous un doc qui traite de façon détaillé et simple le calcul des poutres mixtes? ou une feuille excel? Vous en remerciant par avance Cdt 1 Quote Link to comment Share on other sites More sharing options...
ENAENA Posted January 16, 2012 Report Share Posted January 16, 2012 1 Quote Link to comment Share on other sites More sharing options...
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GUISSET Posted January 17, 2012 Report Share Posted January 17, 2012 Quote Link to comment Share on other sites More sharing options...
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Nizar Koubâa Posted January 17, 2012 Report Share Posted January 17, 2012 2 Quote Link to comment Share on other sites More sharing options...
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Nizar Koubâa Posted January 18, 2012 Report Share Posted January 18, 2012 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted January 19, 2012 Report Share Posted January 19, 2012 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted January 20, 2012 Report Share Posted January 20, 2012 Quote Link to comment Share on other sites More sharing options...
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