Experimental investigation of cold-formed steel lipped angle concentrically loaded compression members

Engineering

• Bending Moment 33%
• Buckling 33%
• Buckling Mode 33%
• Column Length 66%
• Compression Member 100%
• Design Strength 66%
• Eccentricity 33%
• Experimental Investigation 100%
• Flexural-Torsional Buckling 33%
• Formed Steel 100%
• Formed Steel Structure 33%
• Local Buckling 33%
• Measurement 33%
• Properties 33%
• Test Column 33%
• Test Data 33%