$15$ A borizontal beam ABCD bas a total length of $10m$ and carnies uniformly distributed load of $0\mathrm{.}18k\frac{N}{m}$ over the entire length of the beam. The beam also cames a concentrated load of $0\mathrm{.}2kN$ at the left end $A.$ The beam is sopported on two points $($B & C$)7m$ apart such that each support carries the total load equally, Calculate:

i$)$ The length of the overhinging porticias $AB$&$CD.$

i$)$ Draw the Shear force diagram and Bending moment diagram.

$0\mathrm{.}2kN$

$+$

Figure $4$