Question marks$]$

A beam with dimensions $300mm150mm,$ and a cover of $30mm,$ is subjected to a bending moment $($M$)$ of $53kN.m,$ a shear force $(V)$ of $50kN.$ The lever arm factor $(k)$ is $0\mathrm{.}188,$ indicating the need for compression reinforcement. Assume $\frac{O}{8}mm$ links and $20mm$ bars. The concrete compressive strength $(fc{u}_{cu})$ is $30$MPa. Design the beam as doubly reinforced and provide a labelled sketch of the beam.