$1\mathrm{.}1$ Bending and Shear $(25$pts$)$

Redo the example discussed in class for the new service loads and beam geometry. Check the beam for flexure and design the web reinforcement using no$.3$ bars. Use $f^{\text{'}}c=4,000$ and $fy=60,000.$ The spacing between loads from joint A is $5ft,14ft$ and $5$ ft $.$ The section width $b=16in.$ The overall section depth