F’c = 4000 psi, NW conc. Fy = 60,000 psi SDL = 30 psf LL = 50 psf Slab S-1 and S-2 = 6” Design B-1 for bending and shear […]
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F’c = 4000 psi, NW conc. Fy = 60,000 psi SDL = 30 psf LL = 50 psf Slab S-1 and S-2 = 6” Design B-1 for bending and shear […]