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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

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