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 the figure, 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.
Assume The Maximum Factored Negative Moment At The Face Of Column B2 For The Floor Beam Along Column Line 2 Is 120 K Ft 1 (91.35 KiB) Viewed 27 times
A B -30 ft -25 ft -30 ft а b m n р 0 d 2 e f w y N . g h 3 上一一一一一三十三十三一十十十一十 4 12 in. X 24 in. (all beams) 16 in. X 16 in. (all columns) Slab thickness = 6 in. 5 14-- SDL = 20 psf LL = 50 psf
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