Design a simply supported rectangular reinforced concrete beam to span $22$ ft and to

carry uniform service loads of $1\mathrm{.}6$kip$\frac{s}{f}t$ dead load and $1\mathrm{.}4$kip$\frac{s}{f}t$ live load. The assumed

dead load includes an estimated beam weight. Use A$615$ grade $60$ steel and $f_c^{\text{'}}=3000$ psi.

Use the recommended $$ from Table A$-5.$ Make the beam width $15$ in$.$ and keep the

overall depth $($h$)$ to full inches. Assume No$.3$ stirrups. Sketch your design.