For problems $13$ below, use the figure below and assume $f_c^{\text{'}}=4000$ psi and $f_y=60,000$ psi $.$

Problem $1$

Assume the maximum factored positive moment near mid$-$span of the floor beam between columns A$2$ and B$2$ is $65k*ft.$ Using the beam dimensions given in the figure, determine the required area of tension reinforcement to satisfy all of the ACI Code requirements for strength and minimum reinforcement area. Select bars and provide a sketch of the designed section.