Shear deflection of a cantilever of length L, cross sectional area A and shear modulus G, under a
concentrated load W at its free end, is
(A) (2/3) (WL/AG)
(B) (1/3) (WL²/EIA)
(C) (3/2) (WL/AG)
(D) (3/2) (WL²/AG
concentrated load W at its free end, is
(A) (2/3) (WL/AG)
(B) (1/3) (WL²/EIA)
(C) (3/2) (WL/AG)
(D) (3/2) (WL²/AG