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Question: Determine displacements, bending moments, arid shear forces in the plane frame shown in Figure 4.76. Draw free-body diagrams for each element clearly showing all element end forces and moments. Assume q =10kN/m, L =2 m, E =210 GPa, A = 4 x 10-2 m2, and I = 4 x 10-4m4. Take advantage of symmetry. Use kN· m units.

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