For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends clamped to the case with both ends hinged is
(A) 1
(B) 2
(C) 4
(D) 8
For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends clamped to the case with both ends hinged is
(A) 1
(B) 2
(C) 4
(D) 8