Question: design the ribbed slab shown for a 2 - storey house ( seismic zone ) . consider fc = 2 1 0 kg / cm

design the ribbed slab shown for a 2-storey house (seismic zone). consider fc=210 kg/cm^2,fy=4200 kg/cm^2 r=3 cm
design the ribbed slab shown for a 2 - storey

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