Concentrically loaded slender high strength box columns

Engineering

• Axial Strength 100%
• Design Provision 100%
• Thickness Ratio 50%
• Failure Mode 50%
• Experimental Investigation 50%
• Axial Load 50%
• Test Specimen 50%
• Tested Specimen 50%
• Deformation Behavior 50%
• Box Section 50%
• Yield Point 50%
• Average Compressive Strength 50%