Figures below show the typical floor framing plan and sections of a three-story reinforced concrete building. Weight of concrete= 150 pcf, fc = 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? 25 25 Col. size 10x10 Typ 25 1+ X. Typical Floor Framing Plan + 10-0° +10-0² t #3 Serp +10+ Sec. 1-1 H Sec. X-X 30

Structural Analysis
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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, fc = 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?
25
25
Col. size
lox 10 Typ
H
25
1+
X-
Typical Floor Framing Plan
B-2
|-²| 12:~0° +¹
#3 Serp
HI
+10° +
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, fc = 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? 25 25 Col. size lox 10 Typ H 25 1+ X- Typical Floor Framing Plan B-2 |-²| 12:~0° +¹ #3 Serp HI +10° + Sec. 1-1 Sec. X-X
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