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 36 times