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armature Min d'un acrotére en Flexion simple selon EC2


chix88
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bonjour,

 

Bonjour,

 

en essayon de calculer la section minimale d'armature dans l'acrotere selon EC2 je trouve deux formule dans differente document (voir fichier joint)

 

la premier formule est tirer de plusieur livre ( Calcule Beton EC2; Eurocode 2 – Béton armé
Dispositions constructives parJean PERCHAT....)

 

la deuxieme formule est tirer de (l'eurocode2 1-1 ; et Maîtrise de l’eurocode 2)

 

sachant qu'on a considerer que l'acroter est  ferailler en flexion SIMPLE.

 

merci d'avance

Edited by chix88
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