Design the cantilever slab shown below. Use a live load of 4.8 kPa, f'c = 21 MPa, fy = 276 MPa, unit wt. of concrete = 23.54 kN/m³. Use 12 mm main bars or larger if spacing requires. Sketch reinforcement detail.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3. Design the cantilever slab shown below. Use a live load of 4.8 kPa, f'c = 21 MPa, fy = 276 MPa,
unit wt. of concrete = 23.54 kN/m³. Use o 12 mm main bars or larger if spacing requires.
Sketch reinforcement detail.
1.9 m
main bars
temp. bars
t
temp. bars
temp. bars
main bars
Elev
Plan
temp. bars
Transcribed Image Text:3. Design the cantilever slab shown below. Use a live load of 4.8 kPa, f'c = 21 MPa, fy = 276 MPa, unit wt. of concrete = 23.54 kN/m³. Use o 12 mm main bars or larger if spacing requires. Sketch reinforcement detail. 1.9 m main bars temp. bars t temp. bars temp. bars main bars Elev Plan temp. bars
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