elninhyo Posted June 4, 2015 Report Share Posted June 4, 2015 (edited) Bonjour,Ma question concerne le calcul des massifs des structure légères ( charpente) , j'aimerai savoir quelle méthode utilisez-vous pour le calcul des fondations, - Méthode des massifs semi-enterrés ( méthode des réseaux d’états )- Méthode de la capacité portante Classique- Méthode éléments fini-Méthode des sols élastiques-ect-Participation du dallage pour la reprise des efforts horizontaux tout participation serai la bienvenue merciii Edited June 4, 2015 by elninhyo Quote Link to comment Share on other sites More sharing options...
elninhyo Posted June 13, 2015 Author Report Share Posted June 13, 2015 Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted June 13, 2015 Report Share Posted June 13, 2015 Quote Link to comment Share on other sites More sharing options...
elninhyo Posted June 13, 2015 Author Report Share Posted June 13, 2015 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted June 13, 2015 Report Share Posted June 13, 2015 Quote Link to comment Share on other sites More sharing options...
elninhyo Posted June 13, 2015 Author Report Share Posted June 13, 2015 Quote Link to comment Share on other sites More sharing options...
christykep Posted June 14, 2015 Report Share Posted June 14, 2015 (edited) Edited June 14, 2015 by christykep 1 Quote Link to comment Share on other sites More sharing options...
elninhyo Posted June 14, 2015 Author Report Share Posted June 14, 2015 Quote Link to comment Share on other sites More sharing options...
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