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Structurepoint - Spcolumn V5.50 (TM) - 1869762670 Day Trial License. Locking Code: 4-31D37. User: Mazhar Yasin, Msce

This document contains the results of a column analysis using STRUCTUREPOINT spColumn software. The analysis was performed on a 350 x 5000 mm reinforced concrete column with 80 #13 bars and a concrete strength of 25 MPa. The results include the column's moment-curvature relationship under biaxial loading with the maximum compressive load of 45 kN and minimum of -5000 kN.

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MazharYasin
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138 views1 page

Structurepoint - Spcolumn V5.50 (TM) - 1869762670 Day Trial License. Locking Code: 4-31D37. User: Mazhar Yasin, Msce

This document contains the results of a column analysis using STRUCTUREPOINT spColumn software. The analysis was performed on a 350 x 5000 mm reinforced concrete column with 80 #13 bars and a concrete strength of 25 MPa. The results include the column's moment-curvature relationship under biaxial loading with the maximum compressive load of 45 kN and minimum of -5000 kN.

Uploaded by

MazharYasin
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)

45000

y
x

350 x 5000 mm
(Pmax)
Code: ACI 318-14

Units: Metric

Run axis: Biaxial

Run option: Investigation

Slenderness: Not considered

Column type: Architectural


1
Bars: ASTM A615M
0 30000
Date: 12/15/17
M (0°) ( kNm)
-5000 (Pmin)
Time: 11:10:34

STRUCTUREPOINT - spColumn v5.50 (TM). 1869762670 day trial license. Locking Code: 4-31D37. User: Mazhar Yasin, MSCE

File: untitled.col
Project: Examole24.3
Column: C1 Engineer: Mazhar
f'c = 25 MPa fy = 420 MPa Ag = 1.75e+006 mm^2 80 #13 bars
Ec = 23500 MPa Es = 200000 MPa As = 10320 mm^2 rho = 0.59%
fc = 21.25 MPa e_yt = 0.0021 mm/mm Xo = 0 mm Ix = 3.65e+012 mm^4
e_u = 0.003 mm/mm Yo = 0 mm Iy = 1.79e+010 mm^4
Beta1 = 0.85 Min clear spacing = 113 mm Clear cover = 49 mm
Confinement: Tied
phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65

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