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A 3/8 inch plate is joined to a rigid column using fillet welds as shown in the figure. Determine the weld leg size required

A 3/8 inch plate is joined to a rigid column using fillet welds as shown in the figure. Determine the weld leg size required if the applied load W= 2500 lbf and allowable shear stress in the weld is 7500 psi. For obtaining the centroid of the weld group, assume the origin to be at point A, and positive x and y axes as shown in the sketch. W 3/8 "plate. column weld ke. I centroid x weld

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