Problem II $(50$ Points$)$: Consider the floor plan provided in problem I. Assume all T$-$Beams and L$-$Beams arereinforced with #$4$ stirrups and have a top and bottom cover $=1\mathrm{.}5$ in$.$

Assume the T$-$Beams support a total factored distributed load $=2\mathrm{.}57$ kips$/$ft $($includes beam self$-$weight$).$

Provide the following information: Design a typical T$-$Beam on the floor for NEGATIVE MOMENT by providing the following: Use the coefficient method to compute the demand negative moment on the beam. Provide a beam that satisfies ACI $318-14\text{'}$s minimum height requirements. Utilize design equations to provide a rebar pattern for the beam.