Assignment 2: Slab Design Perform structural design of the simply supported reinforced concrete slab shown in the floor plan. The slab must be able to carry its own weight and a live load of 100 psf. The slab thickness should satisfy the ACI stipulations for minimum thickness. Concrete compressive strength f'c = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. The slab is neither exposed to weather nor in contact with the ground, meaning it is subjected to interior exposure. Use the reference on "Practical Considerations for Slabs" ● Include references to ACI code and Tables from Appendix A Draw a sketch of the reinforced concrete slab and label all the reinforcement sizes and spacings. A 10 2 B 3 B 49 B Girder 2 # Girder 1 Beam 1 Slab C 由 8 4@33' = 132 D 800 # 60 E Beam 2 3@30' = 90'
Assignment 2: Slab Design Perform structural design of the simply supported reinforced concrete slab shown in the floor plan. The slab must be able to carry its own weight and a live load of 100 psf. The slab thickness should satisfy the ACI stipulations for minimum thickness. Concrete compressive strength f'c = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. The slab is neither exposed to weather nor in contact with the ground, meaning it is subjected to interior exposure. Use the reference on "Practical Considerations for Slabs" ● Include references to ACI code and Tables from Appendix A Draw a sketch of the reinforced concrete slab and label all the reinforcement sizes and spacings. A 10 2 B 3 B 49 B Girder 2 # Girder 1 Beam 1 Slab C 由 8 4@33' = 132 D 800 # 60 E Beam 2 3@30' = 90'
Traffic and Highway Engineering
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ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
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Transcribed Image Text:Assignment 2: Slab Design
Perform structural design of the simply supported reinforced concrete slab shown in the floor plan.
The slab must be able to carry its own weight and a live load of 100 psf. The slab thickness should
satisfy the ACI stipulations for minimum thickness. Concrete compressive strength f'c = 4,000 psi
and yield strength of reinforcing bars fy = 60,000 psi. The slab is neither exposed to weather nor
in contact with the ground, meaning it is subjected to interior exposure.
Use the reference on "Practical Considerations for Slabs"
●
Include references to ACI code and Tables from Appendix A
Draw a sketch of the reinforced concrete slab and label all the reinforcement sizes and
spacings.
A
10
2 B
3 B
49
B
Girder 2
#
Girder 1
Beam 1
Slab
C
0
8
4@33' = 132
D
#
60
E
Beam 2
3@30' = 90'-
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