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, Additional dead 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.
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, Additional dead 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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, Additional dead 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.
Transcribed Image Text:10-0"
10-6
13-0
14-0
13-0"
13-6
13-0
13-6
13'-0"
.
14'-0"
11-0
- 0-8
10-0
10-6
12-0
100
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