Problem 1: (35 pts) 201 KO Isk 5' ( AO lok 7' Z 14 ч" y The frame shown is fixed at nodes 0 & ③. A 15k load is applied a

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Problem 1: (35 pts) 201 KO Isk 5' ( AO lok 7' Z 14 ч" y The frame shown is fixed at nodes 0 & ③. A 15k load is applied at node in the x-direction. Alok load is applied along member [2] in →X the x-direction, 7' above node®. E = 29000 ksi, G = 11,000 Ksi, for both members. The principal axes of each member are shown ll below. Determine : a) 6 displacement components at node ③ (inch) b) Support Reactions at nodes i (kips) Vz c) Member forces for members member a 0 & 2 (axial, shear, A= 15.6 in2 moment, torque - 12 values Iz" = 541 114 for each member) Iy' = 57.7 iny (kip, kip-inch) Ix=J=1.76 in Na member 9 1 군 Z A = 4.16 n' IZ"= 88.61 Iy" - 2.36 in Ix" = J = 0.06 In4