depth of $22$ simply supported singly reinforced rectangular beam $16in.$ wide having an effective provided with. is subjected to a total factored load of $9\mathrm{.}5$kip$\frac{s}{f}t$ on a $24ft$ clear span. The beam is shear force diath $7\mathrm{.}62$ in ${?}^2$ of tensile steel, which continues uninterrupted into the supports. Draw requirements. Unam and establish the regions of web reinforcement based on ACI Code psi; normal weight Using vertical $U$ stirrups, design web reinforcement for the beam. Given $f_c^{\text{'}}=5000$ psi; normal weight concrete and $f=60$ksi both for flexural reinforcement and web reinforcement.

$(25)$