Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry 2.40 KPa of service live load. The dimensions of the interior panel are 4.00 m x 5.00 m. Use 2015 NSCP Strength Design with f'c = 20.70 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m.
Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry 2.40 KPa of service live load. The dimensions of the interior panel are 4.00 m x 5.00 m. Use 2015 NSCP Strength Design with f'c = 20.70 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry 2.40 KPa of service live load. The dimensions of the interior panel are 4.00 m x 5.00 m. Use
2015 NSCP Strength Design with f'c = 20.70 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m.
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