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Vérification Aile UPN en flexion


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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 ?



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