$($c$)$ For the beam shown in Figure $7,$ use the slope$-$deflection equations and

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equilibrium equations to compute the external support reactions $($forces and moments$)$ and the internal bending moment over support B$.($Use Table $2$ appended at the back of the exam paper for the relevant FEMs$).$ The beam in Fig. $7$ has constant material and section properties throughout

Draw the deflected shape and bending moment diagram for the beam.

Figure $7$