Guest Posted February 28, 2008 Report Share Posted February 28, 2008 posté par Rachid Bentafat il est evident que tous les logiciels donnent les memes resultats avec une faible tolérance . je propose de confirmer premierement la comparaison entre le robot et sap2000, prochainement je ferai la comparaison entre etabs e staadpro2007. Il s'agit d'une simple structure en R+0 ; deux travées de 5m de longueur suivant le sens longitudinal. une seule travée de 5m de longueur suivant le sens tranversal . le coffage des poutres est 30X50cm Le coffrage des poteaux est 45X45 cm. La hauteur du niveau est 4m; La base est encastrée La densité =25KN\M3 la charge ^permanente qui sollicite toutes les poutres 20kn\ml la charge d'exploitation qui sollicite toutes les poutres 15kn\ml masse sismique G+0.2Q E=3.2E7 modele3D sap2000 modele3D robot resultat sap2000 RESULTAT PAR ROBOT BAT Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 28, 2008 Report Share Posted February 28, 2008 Quote Link to comment Share on other sites More sharing options...
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