A 14-inch square reinforced concrete column with tiedtransverse reinforcement is being considered for the gravityload-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]-0.65fi concrete compressive strength - 5 ksif steel yield strengthAggross concrete areaAx= area of vertical steel582 kips665 kips772 kips825 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

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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