1. Design the spacing of the main bars and temperature bars of a one-way slab having a total span of 5 m. The slab is supported with hinge in the left support and a vertical cable located 1.5 m from the right support. The distance between the cables of the slab is 2.3 m. The slab is to carry a live load pressure of 2.4 kPa and a dead load pressure (including self-weight) of 4 kPa. Assume f'c = 27.6 MPa and fy = 276 MPa for main and temperature bars. Use 12 mm Ø for main bars and 10 mm Ø for temperature bars. The slab is not exposed to earth or weather. Use thickness of slab of 120 mm. Use NSCP 2001.

Structural Analysis
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Chapter2: Loads On Structures
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1. Design the spacing of the main bars and temperature bars of a one-way slab
having a total span of 5 m. The slab is supported with hinge in the left support and
a vertical cable located 1.5 m from the right support. The distance between the
cables of the slab is 2.3 m. The slab is to carry a live load pressure of 2.4 kPa and
a dead load pressure (including self-weight) of 4 kPa. Assume f'c = 27.6 MPa and
fy = 276 MPa for main and temperature bars. Use 12 mm Ø for main bars and 10
mm Ø for temperature bars. The slab is not exposed to earth or weather. Use
thickness of slab of 120 mm. Use NSCP 2001.
Transcribed Image Text:1. Design the spacing of the main bars and temperature bars of a one-way slab having a total span of 5 m. The slab is supported with hinge in the left support and a vertical cable located 1.5 m from the right support. The distance between the cables of the slab is 2.3 m. The slab is to carry a live load pressure of 2.4 kPa and a dead load pressure (including self-weight) of 4 kPa. Assume f'c = 27.6 MPa and fy = 276 MPa for main and temperature bars. Use 12 mm Ø for main bars and 10 mm Ø for temperature bars. The slab is not exposed to earth or weather. Use thickness of slab of 120 mm. Use NSCP 2001.
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