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Vérification d'un profilé metallique à la torsion


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En voulant verifier un profilé soumis à un moment de torsion ponctuel (en mode portique spatial), je me suis appercu que le logiciel n'en tient pas compte.

Est ce qu'il y a une modelisation précise ou un mode de calcul spécifique ?

Merci d'avance

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