Bracing effect of sheathing in point-symmetric cold-formed steel flexural members

Engineering

• Experimental Result 100%
• Formed Steel 100%
• Design Result 100%
• Flexural Member 100%
• Loading Condition 50%
• Experimental Investigation 50%
• Design Procedure 50%
• Full Scale 50%
• Design Parameter 50%
• Reliability Analysis 50%
• Point Bending 50%
• Slenderness 50%
• Design Strength 50%
• Biaxial Bending 50%
• Scale Experiment 50%
• Loading Plane 50%
• Loading Geometry 50%
• Design Method 50%

Keyphrases

• Cold-formed Steel 100%
• Stud 100%
• Flexural Members 100%
• Bracing Effect 100%
• Gypsum 33%
• Design Procedure 16%
• Design Parameters 16%
• Four-point Bending 16%
• Reliability Analysis 16%
• Loading Conditions 16%
• Strength Design 16%
• Biaxial Bending 16%
• Fasteners 16%
• Full-scale Experiment 16%
• Out-of-plane Loading 16%
• Design Prediction 16%
• Yield Moment 16%
• Sheathing Boards 16%
• Cold-formed Steel Wall Panels 16%
• Fastener Spacing 16%