Design of Cold-Formed Steel Back-To-Back Connected Built-up Beams

Keyphrases

• Cold-formed Steel 100%
• Built-up Beams 100%
• Numerical Results 66%
• Buckling Strength 33%
• Local Buckling 33%
• Special Design 33%
• Strength Design 33%
• Design Standards 33%
• Numerical Investigation 33%
• Lateral-torsional Buckling 33%
• Sheet Thickness 33%
• Model Validation 33%
• Distortional Buckling 33%
• Cold-formed Steel Structures 33%
• Strength Prediction 33%
• Strengths-based 33%
• Distortional 33%
• Co-channel 33%
• Design Prediction 33%
• Direct Strength Method 33%
• Mechanically Fastened 33%
• Built-up Members 33%
• Sigma Section 33%

Engineering

• Formed Steel 100%
• Slenderness 66%
• Local Buckling 33%
• Buckling Strength 33%
• Parametric Study 33%
• Test Specimen 33%
• Design Strength 33%
• Distortional Buckling 33%
• Formed Steel Structure 33%
• Sheet Thickness 33%
• Direct Strength Method 33%
• Distortional 33%
• Lateral-Torsional Buckling 33%
• Specifies 33%
• Design Method 33%
• Iron 33%