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.

Transcribed Image Text:

12 kN/m Н 5 m 12 kN/m D 10 m 10 m за