The angle shown in the figure is L 7 X4 X 7/16. Steel used is AS72 Gr. 55 steel. Diameter of bolts used is 1.125 inch. In each line of bolts, the distance between each two bolts is 3 inch on centers. Considering only yield on gross area and fracture on effective net area, the design strength of the tension member shown is (closest answer):

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