You are designing a 25 ft long tension member to resist a factored load of 535-kips: (i) (10 pts) Select the lightest W shape made of A992 steel with W10 (a nominal depth of 10 inches) to resist the factored load, assuming the effective area is 0.75*Ag; (ii) (10 pts) using the bolted connection shown in the figure, calculate the actual effective net area and verify that it is greater than 0.75*Ag; and (iii) (5 pts) verify that the section you chose meets the slenderness serviceability requirements