A 14-inch square reinforced concrete column with tied transverse reinforcement is being considered for the gravity load-resisting system of a building. If this column had an area of steel, Aç = 8 in², calculate axial compression capacity (C.Pn). Design information: ACI 318 equation for calculating column compassion capacity (tied reinforcement) Ø P₁ = 0.80 [0.85 fő Ag + (fy - 0.85 fé) Ast] -0.65 fe concrete compressive strength=5 ksi f steel yield strength Aggross concrete area A area of vertical steel 582 kips 665 kips 772 kips 825 kips
A 14-inch square reinforced concrete column with tied transverse reinforcement is being considered for the gravity load-resisting system of a building. If this column had an area of steel, Aç = 8 in², calculate axial compression capacity (C.Pn). Design information: ACI 318 equation for calculating column compassion capacity (tied reinforcement) Ø P₁ = 0.80 [0.85 fő Ag + (fy - 0.85 fé) Ast] -0.65 fe concrete compressive strength=5 ksi f steel yield strength Aggross concrete area A area of vertical steel 582 kips 665 kips 772 kips 825 kips
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 14-inch square reinforced concrete column with tied
transverse reinforcement is being considered for the gravity
load-resisting system of a building.
If this column had an area of steel, As = 8 in², calculate axial compression capacity
(C.Pr).
Design information:
ACI 318 equation for calculating column compassion capacity (tied reinforcement)
P₁ = 0.80 Ø [0.85 fé Ag + (fy - 0.85 fé) Ast]
-0.65
fi concrete compressive strength - 5 ksi
f steel yield strength
Aggross concrete area
Ax= area of vertical steel
582 kips
665 kips
772 kips
825 kips](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6702fdee-39c1-42c0-96c0-38e3314f486d%2F86ebcce3-b947-4674-9fa3-0eca010592a0%2F4ej8g2f_processed.png&w=3840&q=75)
Transcribed Image Text:A 14-inch square reinforced concrete column with tied
transverse reinforcement is being considered for the gravity
load-resisting system of a building.
If this column had an area of steel, As = 8 in², calculate axial compression capacity
(C.Pr).
Design information:
ACI 318 equation for calculating column compassion capacity (tied reinforcement)
P₁ = 0.80 Ø [0.85 fé Ag + (fy - 0.85 fé) Ast]
-0.65
fi concrete compressive strength - 5 ksi
f steel yield strength
Aggross concrete area
Ax= area of vertical steel
582 kips
665 kips
772 kips
825 kips
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