Please draw a cross-section sketch and a plan view sketch showing the location and arrangement of both flexural and temperature/shrinkage reinforcement including center-to-center spacing. Using the following information: - Span: 11 feet - Dead load: 20 psf - Live load: 100 psf - Self-weight: 87.5 lb/ft2 - Concrete compressive strength: 4000 psi - Steel yield strength: 60,000 psi - Required thickness: 6 inches - Flexural reinforcement: two layers of #4 bars, spaced 9 inches center-to-center, with clear cover of 0.75 inches and depth of 1.5 inches from top of slab. - Temperature/shrinkage reinforcement: #3 bars, spaced 6 inches center-to-center, with clear cover of 0.375 inches and depth of .75 inches from top of slab.
Please draw a cross-section sketch and a plan view sketch showing the location and arrangement of both flexural and temperature/shrinkage reinforcement including center-to-center spacing. Using the following information:
- Span: 11 feet
- Dead load: 20 psf
- Live load: 100 psf
- Self-weight: 87.5 lb/ft2
- Concrete compressive strength: 4000 psi
- Steel yield strength: 60,000 psi
- Required thickness: 6 inches
- Flexural reinforcement: two layers of #4 bars, spaced 9 inches center-to-center, with clear cover of 0.75 inches and depth of 1.5 inches from top of slab.
- Temperature/shrinkage reinforcement: #3 bars, spaced 6 inches center-to-center, with clear cover of 0.375 inches and depth of .75 inches from top of slab.
Please make sure sketch is clear and labled, thanks!
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