Problem: Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry office spaces for service live load. The dimensions of the interior panel are 4.50 m x 5.50 m. Use 2015 NSCP Strength Design with f'c = 24 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m. Include simple structural details as part of your output at the end of your computations. Note: Refer to the NSCP for live load.
Problem: Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry office spaces for service live load. The dimensions of the interior panel are 4.50 m x 5.50 m. Use 2015 NSCP Strength Design with f'c = 24 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m. Include simple structural details as part of your output at the end of your computations. Note: Refer to the NSCP for live load.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem:
Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry office spaces for service live load. The dimensions of the interior panel are 4.50 m x 5.50 m. Use 2015 NSCP Strength Design with f'c = 24 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m. Include simple structural details as part of your output at the end of your computations.
Note: Refer to the NSCP for live load.
Transcribed Image Text:Problem:
Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry office spaces for
service live load. The dimensions of the interior panel are 4.50 m x 5.50 m. Use 2015 NSCP Strength Design with f'c = 24 MPa
and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m. Include simple structural details as part of your output at the end
of your computations.
Note: Refer to the NSCP for live load.
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