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(Solved): I need help with this structural design problem please. Thanks *place about 1/3 of reinforcemen ...


I need help with this structural design problem please. Thanks

For the following problems, use \( f_{c}^{\prime}=4000 \) psi and \( f_{y}=60 \mathrm{ksi} \), and continue to use Fig. P5-7.

5-14 Assume the maximum factored negative moment at the face of column B2 for the floor beam along column line 2 is \( -120 \

*place about 1/3 of reinforcement in the flange, and most (2/3) remaining over the web*

Fig. P5-7 Moor plan for various problems in Chapter 5.

For the following problems, use \( f_{c}^{\prime}=4000 \) psi and \( f_{y}=60 \mathrm{ksi} \), and continue to use Fig. P5-7. 5-14 Assume the maximum factored negative moment at the face of column B2 for the floor beam along column line 2 is \( -120 \mathrm{k} \)-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. Fig. P5-7 Moor plan for various problems in Chapter 5.


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