The thickness of the continuous weld used for connecting a horizontal square bar of 150mm size and of cantilevered length 500 mm to a vertical plate, with the bar carrying a 25 kN vertical load at its outer tip, given the permissible direct shear stress of the weld is 20 N/mm2, is
(a) 3 mm (b) 4 mm
(c) 5 mm (d) 6 mm