USTHB2013 Posted July 17, 2019 Report Share Posted July 17, 2019 Bonjour mes amis, Je voudrais poser 2 questions concernant le calcul des poutres: 1- Sous quelles combinaisons on procède à la détermination des sections de ferraillage des poutres (d'habitudes, je procède au calcul du ferraillage sous la combinaison 1.35G+1.5Q puis je vérifie les contraintes à l'ELS, mais récemment, le C.T.C m'a exigé de faire le ferraillage sous les combinaisons sismiques !!!) 2- Comment justifier les sections d'armatures au niveau des poutres secondaires dans les planchers en corps creux (voir photo ci-jointe) Quote Link to comment Share on other sites More sharing options...
ouguergouz Posted July 17, 2019 Report Share Posted July 17, 2019 Quote Link to comment Share on other sites More sharing options...
USTHB2013 Posted July 18, 2019 Author Report Share Posted July 18, 2019 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted July 18, 2019 Report Share Posted July 18, 2019 (edited) Edited July 18, 2019 by BELLAMINE 1 Quote Link to comment Share on other sites More sharing options...
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