If l1 and l2 are the lengths of long and short spans of a two way slab simply supported on four
edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2acting on strips
parallel to l2 and l1 is
(A) w1/w2 = l2/l1 (B) w1/w2 = (l2/l1)²
(C) w1/w2 = (l2/l1)3
(D) w1/w2 = (l2/l1)
edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2acting on strips
parallel to l2 and l1 is
(A) w1/w2 = l2/l1 (B) w1/w2 = (l2/l1)²
(C) w1/w2 = (l2/l1)3
(D) w1/w2 = (l2/l1)