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Determine the monment capacity of a strip of slab. Determine the working live load per sq.m. if the slab were used on a 3 m. simple span. Concrete mass maybe taken at 2500 kg/m³ which includes the weight of reinforcement. Use NSCP load factors.

Determine the monment capacity of a strip of slab. Determine the working live load per sq.m. if the slab were used on a 3 m. simple span. Concrete mass maybe taken at 2500 kg/m³ which includes the weight of reinforcement. Use NSCP load factors.

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 of one way slabs
1. A one-way slab having a total depth of 200mm with a 25 mm clear covering at the bottom. The steel reinforcement is 25 mm diameter. Spacing of steel reinforcement is 125 mm on centers. f'c =20.7 MPa, Fy = 275 MPa. Considering 1 m. width of slab. a. Determine the depth of stress block for a strip of slab. b. Detemine the moment capacity of a strip of slab. c. Determine the working live load per sq.m. if the slab were used on a 3 m. simple span. Concrete mass maybe taken at 2500 kg/m² which includes the weight of reinforcement. Use NSCP load factors. 200 mm 125 25 mm cear 125 125 125 125 125
Transcribed Image Text:1. A one-way slab having a total depth of 200mm with a 25 mm clear covering at the bottom. The steel reinforcement is 25 mm diameter. Spacing of steel reinforcement is 125 mm on centers. f'c =20.7 MPa, Fy = 275 MPa. Considering 1 m. width of slab. a. Determine the depth of stress block for a strip of slab. b. Detemine the moment capacity of a strip of slab. c. Determine the working live load per sq.m. if the slab were used on a 3 m. simple span. Concrete mass maybe taken at 2500 kg/m² which includes the weight of reinforcement. Use NSCP load factors. 200 mm 125 25 mm cear 125 125 125 125 125
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