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Poteau Octogonal en B. A. sollicité en flexion composée


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j'aimerai ouvrir un débat sur la problématique des section B.A. de forme non standards sollicitées en flexion composée a travers un exemple concret.

Il s'agit d'un poteau en béton armé de forme octogonale sollicité en flexion composé

Existe-il une méthode analytique ou numérique pour la justification de ce poteau ?


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