USTHB2013 Posted March 21, 2022 Report Share Posted March 21, 2022 (edited) Bonjour, Dans un projet d'étude d'une structure en charpente métallique, j'ai procédé au calcul de ferraillage des pieds de poteaux (futs) dont la section transversale est de 80x80 cm^2, les futs sont soumis à la flexion composée, et le calcul m'a donné une valeur de ferraillage nulle, donc j'opte pour le minimum du RPA (0.9%), est ce que cette disposition d'armatures est correcte dans les futs (espacement entre les barres verticales = 15 cm), est ce que c'est possible d'enlever le cadre qui est en violet ? Merci de me répondre Edited March 21, 2022 by USTHB2013 Quote Link to comment Share on other sites More sharing options...
FRIDJALI Posted March 21, 2022 Report Share Posted March 21, 2022 1 Quote Link to comment Share on other sites More sharing options...
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Karima ingénieur Posted March 24, 2022 Report Share Posted March 24, 2022 Quote Link to comment Share on other sites More sharing options...
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Cherfi Chakib Posted March 26, 2022 Report Share Posted March 26, 2022 Quote Link to comment Share on other sites More sharing options...
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