$[20$ pts$]$ Construct the shear$-$force and bending$-$moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moment and shear force, along with their respective locations. Clearly differentiate straight$-$line and curved portions of the diagrams. The reaction forces are A and B are $52\mathrm{.}5$ kN upwards, and $12\mathrm{.}5$ kN downwards, respectively $($I provided these so you don't need to solve for them$).$

$6k\frac{N}{m}$