P$01$: For the given cantilevered beam section shown below check the section for shear and design for shear reinforcement if required. Draw the stirrups distribution in beam. Consider $f^{\text{'}}c=5$ksi, $f_y=60$ksi, normal weight concrete, choose #$4$ for stirrups; dead load as distributed $(W_D),$ and Live load as concentrated $($ PL $)$ and there is no axial load applied to the beam. Also, assume the beam is sufficient for all other design requirements.