Cross section of built-up closed section

Description

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

$ 11.50USD
Score 4.5(494)
In stock
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