fyaure
Civil/Environmental
- Oct 25, 2004
- 23
I could not find ACI design specifications for two-way single-span slab simply supported on all sides.
Can anyone help? Specific design example would be very helpful. Or please tell me the books I can refer to.
1. how to calculate the maximum moment in this case?
2. how/where to find moment and shear cofficients?
The slab size is huge, square 23ft X 23ft and 6ft deep(clear span is 15ft).
Can anyone help? Specific design example would be very helpful. Or please tell me the books I can refer to.
1. how to calculate the maximum moment in this case?
2. how/where to find moment and shear cofficients?
The slab size is huge, square 23ft X 23ft and 6ft deep(clear span is 15ft).