Design the largest interior and edge panel of the slab for the plan system shown below (Follow the Direct Design Method for the slab analysis). fc′ = 4 ksi fy = 60 ksi. Height of building = 10′, Column dimensions = 12″ x 9″ . Live Load 75 Psf, Additionaldead load =100 Psf. Assume any other necessary data by yourself. Provide drawings of the slab. Consider is one case that the slab is flat without any beams and in another case it has beams 12 inch deep and 9 inch wide. Try to optimize the design as much as possible.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design the largest interior and edge panel of the slab for the plan system shown below (Follow the Direct Design Method for the slab analysis). fc′ = 4 ksi fy = 60 ksi. Height of building = 10′, Column dimensions = 12″ x 9″ . Live Load 75 Psf, Additionaldead load =100 Psf. Assume any other necessary data by yourself. Provide drawings of the slab. Consider is one case that the slab is flat without any beams and in another case it has beams 12 inch deep and 9 inch wide. Try to optimize the design as much as possible.

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