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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.

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.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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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