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Structurepoint - Spcolumn V5.10 (TM) - Licensed To: La-Khi, La. License Id: - 2Fd00

This document contains information about the analysis of a reinforced concrete column including its geometry, material properties, reinforcement details, and the results of the analysis showing the relationship between applied axial load and bending moment. The column has a diameter of 750 mm, is made of concrete with a compressive strength of 27.58 MPa reinforced with 6 #8 bars, and was analyzed for load-moment interaction up to an applied axial load of 6000 kN and bending moment of 600 kNm.

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Fatima Ahmed
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104 views1 page

Structurepoint - Spcolumn V5.10 (TM) - Licensed To: La-Khi, La. License Id: - 2Fd00

This document contains information about the analysis of a reinforced concrete column including its geometry, material properties, reinforcement details, and the results of the analysis showing the relationship between applied axial load and bending moment. The column has a diameter of 750 mm, is made of concrete with a compressive strength of 27.58 MPa reinforced with 6 #8 bars, and was analyzed for load-moment interaction up to an applied axial load of 6000 kN and bending moment of 600 kNm.

Uploaded by

Fatima Ahmed
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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P ( kN)

6000
(Pmax)

y
fs=0
x

fs=0.5fy

750 mm diam.

Code: ACI 318-02

Units: Metric

Run axis: About X-axis

Run option: Investigation 12 4


3 56
7 89
0 600
Slenderness: Not considered
Mx ( kNm)
Column type: Architectural

Bars: User-defined (Pmin)

Date: 05/21/18

Time: 08:09:42 -2000

STRUCTUREPOINT - spColumn v5.10 (TM). Licensed to: LA-KHI, LA. License ID: -2FD00

File: C:\Users\Fatima-Ahmad\Documents\Sp Column\New folder\ranges\New folder\1.col


Project: ESS-KNIP
Column: CONT. PILE Engineer:
f'c = 27.58 MPa fy = 413.7 MPa Ag = 441786 mm^2 6 #8 bars
Ec = 24857 MPa Es = 199955 MPa As = 2945 mm^2 rho = 0.67%
fc = 23.443 MPa e_yt = 0.00206897 mm/mmXo = 0 mm Ix = 1.55e+010 mm^4
e_u = 0.003 mm/mm Yo = 0 mm Iy = 1.55e+010 mm^4
Beta1 = 0.85 Min clear spacing = 253 mm Clear cover = 85 mm
Confinement: Spiral
phi(a) = 0.85, phi(b) = 0.9, phi(c) = 0.7

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