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?
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?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F137eea72-1889-4423-8499-0ba3956e946c%2Fec09cecd-4320-49de-a404-3eb75a597ac8%2F8qsqfeg_processed.jpeg&w=3840&q=75)
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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