a) Draw the shear (V) and moment (M) diagrams.
Note: Use the beam load table shown on the next page
b) Check that the slab is thick enough to provide adequate shear resistance without stirrups.
Note: Do not revise the design if it does not pass
c) Using 15M bars, specify a spacing for the main tension steel in the positive moment region.
Note: use z=0.9d, but then check Mr at the end. Make sure your design meets the Asmin and smax requirements in the CSA A23.3-19 standard.
d) Using 15M bars, specify a spacing for the main tension steel in the negative moment region.
Note: use z=0.9d, but then check Mr at the end. Make sure your design meets the Asmin and smax requirements in the CSA A23.3-19 standard.
e) Using 15M bars, specify a spacing for the shrinkage steel.
f) Show a neat sketch of your slab design and reinforcement layout
- Consider The One Way Slab With Overhang Shown In The Figure The Slab Supports The Superimposed Dead Load Does Not Inclu 1 (19.77 KiB) Viewed 38 times