Typical buckling mode for eccentrically compressed columns
D/t Correction Factor-Best Fit Curve
Arrangement of screw spacing for 440 mm length of the column
Behaviour of cold-formed steel built-up closed columns composed by
D/t Correction Factor-Best Fit Curve
Ultimate compressive stress vs. angle of the inclined web element
Cross section of built-up closed section
Axial compressive stress vs. lateral deflection curves for BC50
Cross section of built-up square section
Cross section of built-up closed section
Ultimate compressive stress vs. width of the lip for the FEA
Behaviour of cold-formed steel built-up closed columns composed by
D/t Correction Factor-Best Fit Curve