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ferraillage (etabs, sap2000, robot, safe et csi col)

Pidrou Alim

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Est-il possible de prendre  la section d’acier quels sont donnés par les programmes suivants (etabs, sap2000, robot, safe ou csi col) ou bien je dois calculer manuellement.

Cette section d’acier tiré de ces programmes est-il permis par le CTC ?

Edited by Pidrou Alim
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