Extracted text: Does the built-up member shown below have enough capacity to carry an applied load of 900kips? Also check the slenderness ratio of the tension member. The length of the built-up member is 25ft. Solve for LRFD only. Assume U=0.85, Fy=36ksi, Fu=58ksi. a PL 1/2 X 10 W12x40 PL 1/2 X 10