Determine the required area of tension reinforcement

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Reference no: EM131397198

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.

Reference no: EM131397198

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