filipo Posted April 10, 2010 Report Share Posted April 10, 2010 En cherchant dans le net ,j'ai trouvé deux exemples éducatifs de sap2000v14. le premier: Modélisation d'un R+3 (calcul statique) http://www.4shared.com/document/6xiX_QdS/sap2000_v14-ex_rc_3d_building.html le deuxième:chargement d'une poutre isostatique http://www.4shared.com/document/3qjplllV/sap2000_v14-ex_rc_beam.html Ma question: Est ce qu'on doit modéliser le niveau +0.00 (d'après le premier exemple) et accepter que les longrines travaillent à la flexion, contrairement à la réglementation algérienne (RPA99)ou le calcul se fait à la traction simple. la même remarque est faite pour l'exemple R+4 CTC chlef. salutation ;) 1 Quote Link to comment Share on other sites More sharing options...
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