The ratio of the maximum deflections of a beam simply supported at its ends with an isolated
central load and that of with a uniformly distributed load over its entire length, is
(A) 3/2
(B) 15/24
(C) 24/15
(D) 2/3
central load and that of with a uniformly distributed load over its entire length, is
(A) 3/2
(B) 15/24
(C) 24/15
(D) 2/3