Question: Derive an equation for internal shear, V ( x ) , and internal bending moment, M ( x ) for segment C D of the

Derive an equation for internal shear, V(x), and internal bending moment, M(x) for segment CD of the beam. Note that the reactions at each end of the beam are equal to +35 kN (upwards).
Derive an equation for internal shear, V ( x ) ,

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