serge49 Posted March 10, 2011 Report Share Posted March 10, 2011 Bonjour, Je souhaite fixer 2 UPN 140 dans un mur. La structure entraine un effort de traction de 7t dans ma barre d'ancrage. Ma barre est relier au 2 UPN par l'intermédiaire d'une plaque. Quel est la méthode de dimensionnement de la plaque ? Est ce qu'il faut effectuer une vérification concernant la flexion locale des ailes des UPN. Si oui, quel est la méthode ? Cordialement Serge Quote Link to comment Share on other sites More sharing options...
Isat Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
serge49 Posted March 10, 2011 Author Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
Isat Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
serge49 Posted March 10, 2011 Author Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
plancoet Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
Isat Posted March 11, 2011 Report Share Posted March 11, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted March 11, 2011 Report Share Posted March 11, 2011 Quote Link to comment Share on other sites More sharing options...
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