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Cold-formed Steel
100%
Ultimate Strength
100%
Interaction Strength
100%
Direct Strength Method
100%
Local-distortional Interaction
100%
Lipped Channel Columns
100%
Method Design
100%
Design Procedure
50%
Distortional
50%
Yield Stress
25%
Material Properties
25%
Design Considerations
25%
Design Curves
25%
Local Failure
25%
Failure Load
25%
Ultimate Load
25%
Distortional Buckling
25%
Design Recommendations
25%
Initial Geometric Imperfection
25%
Mode Interaction
25%
Nonlinear Path
25%
Cross-section Dimensions
25%
Depth Comparison
25%
Interaction Failure
25%
Nominal Strength
25%
Distortional Failure
25%
Column Geometry
25%
Path Strength
25%
Buckling Mode Interaction
25%
Strength Assessment
25%
Strength Value
25%
Distortional Mode
25%
Engineering
Ultimate Strength
100%
Lipped Channel
100%
Interaction Strength
100%
Direct Strength Method
100%
Distortional
100%
Cold-Formed Steel
100%
Design Procedure
50%
Experimental Investigation
25%
Buckling Mode
25%
Failure Load
25%
Local Failure
25%
Design Consideration
25%
Distortional Buckling
25%
Initial Geometric Imperfection
25%
Distortional Mode
25%
Distortional Failure
25%
Nominal Strength
25%
Interactive Failure
25%
Cross Section
25%
Yield Point
25%
Ultimate Load
25%