Assume the maximum factored negative moment at the face of column B2 for the floor beam along column line 2 is -120 k-ft. Using the beam and slab dimensions given in Fig. P5-7, determine the required area of tension reinforcement to satisfy all the ACI Code requirements for strength and minimum reinforcement area. Select bars and provide a sketch of your final section design.
![1167_a968cd14-a425-4a45-a61b-b991f584c6f6.png](https://secure.tutorsglobe.com/CMSImages/1167_a968cd14-a425-4a45-a61b-b991f584c6f6.png)