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For the rigid frame shown in Figure P5–43, determine (1) the nodal displacements and ro...

For the rigid frame shown in Figure P5–43, determine (1) the nodal displacements and rotations and (2) the shear force and bending moments in each member. Let E = 29 × 106 psi, I = 3100 in:4 for the horizontal members and I = 1110 in:4 for the vertical members. The I values correspond to a W24 × 104 and a W16 × 77:

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