The allowable shear stress in stiffened webs of mild steel beams decreases with
(a) Decrease in the spacing of the stiffeners
(b) Increase in the spacing of the stiffeners
(c) Decrease in the effective depth
(d) Increase in the effective depth
(a) Decrease in the spacing of the stiffeners
(b) Increase in the spacing of the stiffeners
(c) Decrease in the effective depth
(d) Increase in the effective depth