For the rigid frame shown in Figure P5-2, determine (1) the nodal displacement components and rotations, (2)

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For the rigid frame shown in Figure P5-2, determine (1) the nodal displacement components and rotations, (2) the support reactions, and (3) the forces in each element. Let E = 30 × 106 psi, A = 10 in2, and I = 500 in4 for all elements.

4000 Ib 20 ft 20 ft - Figure P5-2



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