Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Design a one-way slab located inside the building having a simple plan of 3.2m. The slab is to carry a uniform live load of 4.8 kPa. Assume f'c= 28 MPa and fy= 420 MPa for main bars and 276 MPa for temperature bars. Unit weight of concrete y= 23.6 kN/m³. The slab is not exposed to earth or weather. Use 12mmØ main bars and 12mmØ temperature bars.
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Transcribed Image Text:Design a one-way slab located inside the building having a simple plan of 3.2m. The slab is to carry a uniform live load of 4.8 kPa. Assume f'c= 28 MPa and fy= 420 MPa for main bars and 276 MPa for temperature bars. Unit weight of concrete y= 23.6 kN/m³. The slab is not exposed to earth or weather. Use 12mmØ main bars and 12mmØ temperature bars.
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Step 1 Given
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Step 2 Thickness of slab and self-weight
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Step 3 Determination of design moment
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Step 4 Determination of reinforcement ratio
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Step 5 Check for Minimum reinforcement
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Step 6 Maximum reinforcement ratio
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Step 7 Design of main bars
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Step 8 Design of temperature bars
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