Correct choice is (b) 4.0 + [5.35/(c/d)^2].
Easiest explanation: The value of kv in the elastic critical shear stress equation is given by kv = 5.35 when transverse stiffeners are provided only at supports, kv = 4.0 + [5.35/(c/d)^2] for c/d < 1.0, kv = 5.35 + [4/(c/d)^2] for c/d ≥ 1.0, where c and d are spacing of transverse stiffeners and depth of web respectively.