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What is Waffle Slab Design Example Analysis about?
The document summarizes the plate theory analysis of a concrete slab with dimensions of 65 ft by 50 ft and a thickness of 3 inches. Key results are: 1) The maximum positive moment in the long direction of the slab is 1234 kip-ft at the midpoint. 2) The maximum negative moment in the short direction is 730 kip-ft at the midpoint. 3) Reinforcement is sufficient to resist these bending moments with 3 #6 bars provided in both directions.
- Author
- Abdur Rahim
- Language
- EN