Figures below show the typical floor framing plan and sections of a three-story reinforced concrete building. Weight of concrete= 150 pcf, f'c = 4000 psi, fy = 60,000 psi. Using ACI Code 318-19: Assuming single slab depth is used throughout, what is the minimum slab thickness required for deflection control for the typical floor?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Figures below show the typical floor framing plan and sections of a three-story reinforced
concrete building. Weight of concrete= 150 pcf, f'c = 4000 psi, fy = 60,000 psi. Using
ACI Code 318-19:
Assuming single slab depth is used throughout, what is the minimum slab thickness
required for deflection control for the typical floor?
all
25'
25
Col. size
10x10 Typ
25
==
14
X-
Typical Floor Framing Plan
45-24 12°~0° + 10:0° + 10-0² t
#3 Serp
+10° to
Sec. 1-1
Sec. X-X
Transcribed Image Text:Figures below show the typical floor framing plan and sections of a three-story reinforced concrete building. Weight of concrete= 150 pcf, f'c = 4000 psi, fy = 60,000 psi. Using ACI Code 318-19: Assuming single slab depth is used throughout, what is the minimum slab thickness required for deflection control for the typical floor? all 25' 25 Col. size 10x10 Typ 25 == 14 X- Typical Floor Framing Plan 45-24 12°~0° + 10:0° + 10-0² t #3 Serp +10° to Sec. 1-1 Sec. X-X
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