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Armatures comprimées


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Dans le BAEL 91 , en flexion simple et à l'état limite ultime, il est indiqué que les armatures comprimées d'une section en béton armé ne doivent pas supporter plus de 40% du moment total sollicitant cette section, sur l'eurocode 2 je n'ai pas trouvé cette condition, est ce qu'elle existe ou non? - Merci de me répondre si possible..

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