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Construct the shear and bending moment diagrams for the beam shown in Figure Q4-C. E-200 GPa. (Use the Method of Consistent Deformation). 25 kN

Construct the shear and bending moment diagrams for the beam shown in Figure Q4-C. E-200 GPa. (Use the Method of Consistent Deformation). 25 kN 30 kN/m ". IAB = 360(10) mm* FA IBC = 180(10) mm* %3D -6 m -4 m

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