A cantilever slab has a span of 2.40 m. It is 150 mm thick and has an effective depth d = 110 mm. It is reinforced with 16 mm rebars @ 150 mm o.c. If f'c = 27 MPa, fy = 276 MPa, what is the safe live load that the slab can carry? Use 2015 NSCP strength design. Unit weight of concrete for DL: 23.56 KN/cu m.

Structural Analysis
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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question

A cantilever slab has a span of 2.40 m. It is 150 mm thick and has an effective depth d = 110 mm. It is reinforced with 16 mm rebars @ 150 mm o.c. If f’c = 27 MPa, fy = 276 MPa, what is the safe live load that the slab can carry? Use 2015 NSCP strength design. Unit weight of concrete for DL: 23.56 KN/cu m.

A cantilever slab has a span of 2.40 m. It is 150 mm thick and has an effective depth d = 110 mm. It is
reinforced with 16 mm rebars @ 150 mm o.c. If f'c = 27 MPa, fy = 276 MPa, what is the safe live load
that the slab can carry? Use 2015 NSCP strength design. Unit weight of concrete for DL: 23.56 KN/cu
m.
Transcribed Image Text:A cantilever slab has a span of 2.40 m. It is 150 mm thick and has an effective depth d = 110 mm. It is reinforced with 16 mm rebars @ 150 mm o.c. If f'c = 27 MPa, fy = 276 MPa, what is the safe live load that the slab can carry? Use 2015 NSCP strength design. Unit weight of concrete for DL: 23.56 KN/cu m.
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