Research Article

Determination of Modelling Error Statistics for Cold-Formed Steel Columns

Table 7

Results of Chi-square goodness-of-fit test for modelling error of test database compression members.

Design standardType of compression memberFailure modeNos@Assumed distribution (DOF)Computed Chi-square valueAllowable Chi-square value
At α = 5%At α = 1%

ASCE 10-15ColumnFlexural buckling14Normal (2)0.5565.999.21
Lognormal (2)0.354
Uniform (2)0.722
Flexure-torsion buckling33Normal (8)1.83715.5120.09
Lognormal (8)1.057
Uniform (8)1.523
Local buckling10Normal (1)0.8753.846.63
Lognormal (1)0.753
Uniform (1)0.853
Stub columnYielding27Normal (6)0.57212.5916.81
Lognormal (6)0.525
Uniform (6)0.311
Local buckling10Normal (1)0.2233.846.63
Lognormal (1)0.242
Uniform (1)0.226
AISI S100-16 & AS/NZS 4600: 2018ColumnFlexural buckling14Normal (2)0.8205.999.21
Lognormal (2)0.523
Uniform (2)0.986
Flexure-torsion buckling34Normal (8)1.80115.5120.09
Lognormal (8)1.116
Uniform (8)1.647
Local buckling23Normal (5)0.57611.0715.09
Lognormal (5)0.477
Uniform (5)0.839
Distortion buckling40Normal (10)0.37918.3123.21
Lognormal (10)0.442
Uniform (10)0.244
Stub columnYielding17Normal (3)0.1907.8111.34
Lognormal (3)0.204
Uniform (3)0.060
Local buckling32Normal (8)3.45515.5120.09
Lognormal (8)1.682
Uniform (8)0.902
Distortion buckling42Normal (11)0.81119.6824.73
Lognormal (11)1.031
Uniform (11)1.322

EN 1993-1-3: 2006ColumnFlexural buckling39Normal (10)1.18318.3123.21
Lognormal (10)0.978
Uniform (10)1.156
Flexure-torsion buckling57Normal (16)0.85626.3032.00
Lognormal (16)0.473
Uniform (16)0.902
Local and distortion buckling3Normal (0)1.260
Lognormal (0)1.266
Uniform (0)1.717
Stub columnLocal and distortion buckling74Normal (22)0.40833.9240.29
Lognormal (22)1.023
Uniform (22)0.781

@Number of Specimens from the test database critical in particular failure mode.