goujon Posted April 21, 2008 Report Share Posted April 21, 2008 Bonjour, Dans le cadre de calcul de fondation d'une grue je me pose une question: la grue génère un moment de torsion en pied de mât. La grue s'appuie sur 4 pieds reposants eux-même sur 4 fondations. Ces 4 fondations carrées reposent sur des puits (fondations semi-profondes) ratrappant le bon sol à plusieurs mètres de profondeur comment se réparti le moment de torsion entre les 4 fondations et puits. Car suivant la hauteur des puits il est possible qu'un feraillage de ces puits soit nécessaire. J'ai été alerté sur le sujet par mon entourage. qu'en pensez-vous et comment vous gériez la chose? Merci pour le brainstorming. Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
goujon Posted April 21, 2008 Author Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
goujon Posted April 21, 2008 Author Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
mohasea Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted April 21, 2008 Report Share Posted April 21, 2008 Quote Link to comment Share on other sites More sharing options...
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