For the one-way slab shown in the figure, assume the maximum negative moment at support c is -3.3 k-ft/ft and the maximu
Posted: Mon Apr 25, 2022 9:22 am
For the one-way slab shown in the figure, assume the maximum
negative moment at support c is -3.3 k-ft/ft and the
maximum factored positive moment at midspan point b is 2.4
k-ft/ft.
a) Using the given slab thickness of 6 inches, determine the
required reinforcement size and spacing at both of these locations
to satisfy ACI Code flexural strength requirements for minimum
flexural reinforcement in slabs
b) At both locations, determine the required bar size and
spacing to be provided in the transverse direction to satisfy ACI
Code Table 7.6.1.1 requirements for minimum shrinkage and
temperature reinforcement.
c) For both locations, provide a sketch of the final design of
the slab section.
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
negative moment at support c is -3.3 k-ft/ft and the
maximum factored positive moment at midspan point b is 2.4
k-ft/ft.
a) Using the given slab thickness of 6 inches, determine the
required reinforcement size and spacing at both of these locations
to satisfy ACI Code flexural strength requirements for minimum
flexural reinforcement in slabs
b) At both locations, determine the required bar size and
spacing to be provided in the transverse direction to satisfy ACI
Code Table 7.6.1.1 requirements for minimum shrinkage and
temperature reinforcement.
c) For both locations, provide a sketch of the final design of
the slab section.
- For The One Way Slab Shown In The Figure Assume The Maximum Negative Moment At Support C Is 3 3 K Ft Ft And The Maximu 1 (91.35 KiB) Viewed 41 times