Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry retail storage from a commercial warehouse 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 = 28 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.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem:
Design a two way slab using the Coefficient
Method considering an interior panel (Case
2). The slab will carry retail storage from a
commercial warehouse 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 = 28 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.
%3D
Note: Refer to the NSCP for your 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 retail storage from a commercial warehouse 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 = 28 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. %3D Note: Refer to the NSCP for your live load.
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