Q$1(30\%).$ A simply supported reinforced concrete beam shown below is being designed for the required reinforcement. Let the unfactored dead load $(DL)=12k\frac{N}{m}$ and the unfactored live load $(LL)=10k\frac{N}{m}$

$($a$)$ Design the flexural $($longitudinal$)$ reinforcement of the beam shown below $(10\%).$

$($b$)$ Design the shear $($transverse$)$ reinforcement of the beam $(10\%).$

$($c$)$ Draw the reinforcement details $(10\%).$