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Bjr,

Je suis entrain de dimensionner une voirie faible trafic en suivant les ouvrages français ( catalogue chaussée neuves,guide Setra،norme nfp 98  086 ,nfp 98 170 ) mais les calculs n'inclut pas le ferraillage dans les calculs ou la contrainte admissible du traction sera grande qui implique une grande épaisseur de la couche du béton.

J'espère j'étais claire et merci

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