For a simply supported beam of span 15 m, the minimum effective depth to satisfy the vertical
deflection limits should be
(A) 600 mm
(B) 750 mm
(C) 900 mm
(D) More than 1 m
deflection limits should be
(A) 600 mm
(B) 750 mm
(C) 900 mm
(D) More than 1 m