An overhanging beam having a T$-$section $)=(136i{n}^4$ is subjected to the concentrated load shown in the figure below. Determine the shear stresses in section A$-$A at the levels indicated on the figure below $($Levels shown include $1,2,2\text{'},3,4$ and $5).$ Note: $2$ indicates bottom of flange and $2\text{'}$ indicates top of web.

${\displaystyle \underset{\phantom{}}{\overset{\phantom{}}{}}}8$