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CIVILMANIA

Section comprimée


RITRA

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Assalam

Je veux savoir comment justifier (épaisseur et section d'acier) un élément en sollicité en compression simple.

Exemple: Elément préfabriqué d'un Regard cylindrique.

Je dis bien : Il ne s'agit pas du cas des poteaux sous compression centrée qui a été bien traité par le BAEL.

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