$($a$)$ For the simply supported beam carrying a

distributed load $(2k\frac{N}{m})$ and a concentrated

load $(16$ kN$)$ obtain the support reactions.

$($b$)$ Draw the shear force and bending moment

diagrams in the space provided below the figure.

Show the maximum shear and moment values in

these diagrams

$($c$)$ At what distance $($x$)$ from the left support

should the bending moment in the beam be

maximum? Please elaborate on the explanation for the diagram for part C$,$ thanks.