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salut a tous

comment on utilise les resultats des reactions dans RSAP 2010 pour le ferraillage manuel des fondations

est ce que on peut prend l'effort (Fz) max avec le moment max (Mx) ou bien on prend (Fz) max avec le moment qui correspond cette effort .si oui donne un exemple bien detaille

comme l'idique l'immage dans les pièces jointes

et merci a l'avance

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