Solve Problem by using a computer program. For the two-story, two-bay rigid frame shown...

Solve Problem by using a computer program.

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 × 10^–4 m⁴ for each horizontal member and I = 1:5 × 10^–4 m⁴ for each vertical member.