Assume the maximum factored negative moment at support
n of the floor beam m-n-o-p is -150 k-ft. Using
the design procedure for singly reinforced beam sections (design of
beams when section dimensions are not known), determine the beam
dimensions and select 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 Support N Of The Floor Beam M N O P Is 150 K Ft Using The Design Proced 1 (91.35 KiB) Viewed 31 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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