An ASTM A992 WT6-section is to be used to resist a dead load of 310 kips and a live load of 425 kips in tension. The section is connected by 1/2-inch bolts in standards holes on its flange to a plate, as shown below. The distance of the bolts from the end and the edges of the tension member are fixed. The member is 8 ft long. Use LRFD approach. Determine the minimum required effective net area of the section, in in^2 Determine the minimum required gross area of the section, in in^2

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