VideRime Staff asked 3 days ago
As per IS 456:2000 provisions for two-way slabs with continuous edges, the
longitudinal steel reinforcement to be provided in the edge strip is based on
(A) the calculated minimum bending moment
(B) the area of longitudinal steel provided in the middle strip in the shorter span
(C) the area of longitudinal steel provided in the middle strip in the longer span
(D) the prescribed minimum cross-sectional area of longitudinal steel for slabs (Ans)
