A one-way slab having a simple span of 3 m. The slab is to carry a uniform live load pressure of 7.15 kPa. Assume f’c’ = 27.6 MPa and fy = 276 MPa for main and temperature bars. 57. Compute the minimum thickness of the slab. Compute the required steel area using 12 mm bar diameter
A one-way slab having a simple span of 3 m. The slab is to carry a uniform live load pressure of 7.15 kPa. Assume f’c’ = 27.6 MPa and fy = 276 MPa for main and temperature bars. 57. Compute the minimum thickness of the slab. Compute the required steel area using 12 mm bar diameter
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A one-way slab having a simple span of 3 m. The slab is to carry a uniform live load pressure of 7.15 kPa. Assume f’c’ = 27.6 MPa and fy = 276 MPa for main and temperature bars. 57.
Compute the minimum thickness of the slab.
Compute the required steel area using 12 mm bar diameter.
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