8.13 Calculate the axial compression capacity of the following reinforced concrete column: #5 ties 16-#8. 12² 2-8 Column Section & Compassion capacity of columns with tied reinforcement: oPn = 0.80 [0.85 fc Ag+ (fy - 0.85 fc' ) Ast] where: > = 0.65 fc'= 4 ksi, (concrete compressive strength) fy = 60 ksi (steel yield strength) Ag = gross concrete area Ast = area of vertical steel
8.13 Calculate the axial compression capacity of the following reinforced concrete column: #5 ties 16-#8. 12² 2-8 Column Section & Compassion capacity of columns with tied reinforcement: oPn = 0.80 [0.85 fc Ag+ (fy - 0.85 fc' ) Ast] where: > = 0.65 fc'= 4 ksi, (concrete compressive strength) fy = 60 ksi (steel yield strength) Ag = gross concrete area Ast = area of vertical steel
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![8.13 Calculate the axial compression capacity of the following reinforced concrete column:
#5 ties
16-#8.
12²
2-8
Column Section
&
Compassion capacity of columns with tied reinforcement:
oPn = 0.80 [0.85 fc Ag+ (fy - 0.85 fc' ) Ast] where:
> = 0.65
fc'= 4 ksi, (concrete compressive strength)
fy = 60 ksi (steel yield strength)
Ag = gross concrete area
Ast = area of vertical steel](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F71a4784b-5a2b-4a09-bc37-6f446bca3f80%2F556068d2-0c62-4cd1-996e-b8301ebcfb4f%2Fpdjmqmw_processed.png&w=3840&q=75)
Transcribed Image Text:8.13 Calculate the axial compression capacity of the following reinforced concrete column:
#5 ties
16-#8.
12²
2-8
Column Section
&
Compassion capacity of columns with tied reinforcement:
oPn = 0.80 [0.85 fc Ag+ (fy - 0.85 fc' ) Ast] where:
> = 0.65
fc'= 4 ksi, (concrete compressive strength)
fy = 60 ksi (steel yield strength)
Ag = gross concrete area
Ast = area of vertical steel
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