Determination of Modelling Error Statistics for Cold-Formed Steel Columns

Table 2

Results of experimental investigation, column capacity in torsional-flexural buckling mode.

Design standard	Calculated compression capacity (kN)	Average test compression capacity (kN)	Difference in compression capacity (kN)	% Difference
ASCE 10-15 (2015)	120.14	116.67	3.47	2.97
AISI S100-16 (2016) & AS/NZS 4600: 2018 (2018)	112.84		−3.83	−3.28
EN 1993-1-3:2006 (2006)	98.34		−18.33	−15.71