Q/ For the slab shown in figure. fc'=30 MPa, fy=400MPa, WL. L=5 kN/m². Design floor slab of panel (A) in long span only
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Q/ For the slab shown in figure. fc'=30 MPa, fy=400MPa, WL. L=5 kN/m². Design floor slab of panel (A) in long span only
Q/ For the slab shown in figure. fc'=30 MPa, fy=400MPa, WL. L=5 kN/m². Design floor slab of panel (A) in long span only 4m I R.C beam Brick wail top and bottom (A) 3m (A) 1 4m 5m --- 2m
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