Consider the following beam which has a solid rectangular section with a width of $0\mathrm{.}1m$ and

a height of $0\mathrm{.}3m.$

i$)$ Draw the bending moment and shear force diagrams.

ii$)$ Determine the vertical deflection at $C$ using the dummy load method. Consider both shear

and flexural effects.

$E=20,000$MPa;$G=10,000$MPa