BATIANAP Posted June 30, 2010 Report Share Posted June 30, 2010 Les amis, Je voudrais des conseils pour résoudre le problème suivant: je dois calculer une poutre en béton armé dont la portée entre nus est de 10,00 m. Les charges appliquées sont: G = 610 daN/ml, q = 1250 daN/ml. J'ai une obligation sur les poteaux. Le Maître d'Ouvrage ne veut pas que la largeur du poteau dépasse 15 cm. Il veut des poteaux de 15x30. Leur hauteur est de 4,00 m. Pouvez-vous me donner des idées et des directives pour calculer ces éléments ? 3 1 Quote Link to comment Share on other sites More sharing options...
ingenieur structure Posted June 30, 2010 Report Share Posted June 30, 2010 Quote Link to comment Share on other sites More sharing options...
AYMAN FENDRI Posted June 30, 2010 Report Share Posted June 30, 2010 Quote Link to comment Share on other sites More sharing options...
idakoro Posted June 30, 2010 Report Share Posted June 30, 2010 1 Quote Link to comment Share on other sites More sharing options...
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