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 Atilde 106 psi, I 3100 in 4 for the horizontal members and I 1100 in 4 for the vertical members The I values correspond to a W 24 Atilde 104 and a W16 Atilde 77 7 5 kip 15 ft 15 kip 15 ft 15 kip 15 ft A 30 ft 20 ft 30 ft

Question: 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

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 Ã— 106 psi, I = 3100 in.4 for the horizontal members and I = 1100 in.4 for the vertical members. The I values correspond to a W 24 Ã— 104 and a W16 Ã— 77.

7.5 kip - 15 ft 15 kip - 15 ft 15 kip - 15 ft A - 30 ft - 20 ft --30 ft -

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