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Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use f'c = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000+4.0000– -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000

Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use f'c = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000+4.0000– -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000

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 monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use fc = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000-4.0000- -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000
Transcribed Image Text:Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPA uniformly distributed over its surface and service deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use fc = 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch the reinforcement detail. -4.5000+3.0000-4.0000- -4.5000- 5.2000 SLAB 1 6.4000 7.0000 3.0000
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