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  1. VESE

    1950's two way reinforced concrete slab analysis

    I've come across a reinforced concrete building with a two-way slab built in 1957. The slab thickness is a constant 10" (no edge members, no column collars) the slab live load is 300psf, the slab compressive strength is 4,000 psi and the reinforcing is ASTM A15 Intermediate Grade (40,000 psi)...

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