Question: For the two-story, two-bay rigid frame shown in Figure P5-40, determine (1) the nodal displacement components and (2) the shear force and bending moments in

For the two-story, two-bay rigid frame shown in Figure P5-40, determine (1) the nodal displacement components and (2) the shear force and bending moments in each member. Let E = 200 GPa, I = 2 Ã— 10-4 m4 for each horizontal member and I = 1.5 Ã— 10-4 m4 for each vertical member.

12 kN/m 5 m 12 kN/m D 10 m 10 m

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