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Plancher D'Un Parking Etage Courant


ahmed soussi
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Bonjour,

j ai un projet pour pfe de dimensionnement d'un R+10+2 sous sols, d'ou un sous sols parking non appuyés sur le sols ( un etage courant) je travaille avec des dalles creuses ou des dalles pleines selon le cas,
est ce qu il y a des remarques pour le plancher du parking vu les charges relativement plus grandes (charges des voitures) et le teneurau feu.

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