2. Design a one-way slab having a continuous span of 3.: The slab is to carry a uniform live load of 7,150 Pa. f'c 20.7 MPa and fy= 276 MPa for main and temperature b

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...
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of 3.5 m.
2. Design a one-way slab having a continuous span
The slab is to carry a uniform live load of 7,150 Pa. f'c =
20.7 MPa and fy= 276 MPa for main and temperature bars.
Use 23.5 kN/m³.
Transcribed Image Text:of 3.5 m. 2. Design a one-way slab having a continuous span The slab is to carry a uniform live load of 7,150 Pa. f'c = 20.7 MPa and fy= 276 MPa for main and temperature bars. Use 23.5 kN/m³.
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