Figure $5$: Typical Section

$($c$)$ Design for bending reinforcements for the critical locations. $(15$ Marks$)$

$($d$)$ Design for the shear reinforcements for the critical locations $(10$ Marks$)$

$($e$)$ Check for deflection $(5$ Marks$)$

$($f$)$ Detail the beam and sketch cross$-$sections at critical locations $(10$ Marks$)$