For the rigid frame shown in Figure P5-42, determine (1) the nodal displacements and rotations and (2) the member shear forces and bending moments. Let E = 200 GPa, I = 0.795 × 10-4m4 for the horizontal members, and I = 0.316 × 10-4 m4 for the vertical members. These I values correspond to a W 460 × 158 and a W 410 × 85 wide-flange section, respectively.

Transcribed Image Text:

G Н 30 kN 3 m 60 kN 3 m -5m -5m