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 Atilde 10 4m4 for the horizontal members, and I 0 316 Atilde 10 4 m4 for the vertical members These I values correspond to a W 460 Atilde 158 and a W 410 Atilde 85 wide flange section, respectively G 30 kN 3 m 60 kN 3 m 5m 5m

Question: 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

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 Ã— 10-4m4 for the horizontal members, and I = 0.316 Ã— 10-4 m4 for the vertical members. These I values correspond to a W 460 Ã— 158 and a W 410 Ã— 85 wide-flange section, respectively.

G 30 kN 3 m 60 kN 3 m -5m -5m

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