D 20 mo Isk CA 10k Z fyyu The frame shown is fixed at nodes 0 & ③. A 154 load is applied at node ② in the x-direction. A

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D 20 Mo Isk Ca 10k Z Fyyu The Frame Shown Is Fixed At Nodes 0 A 154 Load Is Applied At Node In The X Direction A 1 (48.87 KiB) Viewed 49 times

D 20 mo Isk CA 10k Z fyyu The frame shown is fixed at nodes 0 & ③. A 154 load is applied at node ② in the x-direction. Alok load is applied along member 12 in →x the x-direction, I above node . E - 29000 ksi, G = 11,000 kesi, for both members. The principal ayes of each member are shown below. Determine: a) 6 displacement components at node 2 linch) b) Support Reactions at nodes ① i ② (kips) c) Member forces for members member (2) D. 2 (axial, shear A2 15.6in2 moment, torque 12 values for each member) Ia:54/in" I = 57,7114 (kip, kip-inch) IxJ=1.76 in y z" NH E F member o 1 A = 4.16 m² IZ"=88.6in Ig" = 2.36 in Ix" = J = 0.06 iny