billy39 Posted February 8, 2011 Report Share Posted February 8, 2011 Bonjour, Je suis actuellement en stage de fin d'études et mon tuteur m'a demandé de calculer un batiment industriel et que je compare mes résultats avec ceux du bureau d'étude. Au niveau des sections des profilés pas de problème je trouve presque la même chose que le bureau d'étude mais pour les fondations, j'ai notamment une grosse différence au niveau des semelles de mes poteaux centraux. J'ai fait mes calculs sous ROBOT. J'ai trouvé de gauche à droite, 1.40*1*0.25, 1.90*1.90*0.35, 1.90*1.90*0.35 et 1.30*1.30*0.25 Le bureau d'étude trouve 1.20*1*0.25, 0.90*0.90*0.25, 0.90*0.90*0.25 et 1.20*1.20*0.25. On voit bien que j'ai de gros écart au niveau des poteaux centraux, j'y ai passé ma nuit et là je ne sais vraiment plus quoi faire Quote Link to comment Share on other sites More sharing options...
scorpion Posted February 8, 2011 Report Share Posted February 8, 2011 Quote Link to comment Share on other sites More sharing options...
Isat Posted February 8, 2011 Report Share Posted February 8, 2011 Quote Link to comment Share on other sites More sharing options...
billy39 Posted February 8, 2011 Author Report Share Posted February 8, 2011 Quote Link to comment Share on other sites More sharing options...
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keraz Posted February 8, 2011 Report Share Posted February 8, 2011 Quote Link to comment Share on other sites More sharing options...
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plancoet Posted February 8, 2011 Report Share Posted February 8, 2011 Quote Link to comment Share on other sites More sharing options...
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