A beam is loaded with a dead load $($including self$-$weight$)$ of $3\mathrm{.}0$ kips$/$ft$.$ and a live load of $2\mathrm{.}2$ kips$/$ft$.$ The beam is simply supported and $20-$ft long. The beam width, b$,$ is $14-$in$.$ and the total height, h$,$ is $22-$in$.$ Use d $=19$ in$.$ If #$4$ stirrups $($double leg$)$ are used throughout $($ all zones$),$ determine whether this would be sufficient shear reinforcement for the section and loading described. Assume fc$=4,000$ psi and fy $=60,000$ psi.