Simplified design expressions for cold-formed channel sections

Keyphrases

• High Strength Steel 100%
• Simplified Design Method 100%
• Cold-formed Channel Sections 100%
• Design Expressions 100%
• Finland 50%
• Yield Stress 50%
• Experimental Values 50%
• Yield Strength 50%
• Technical Research 50%
• Statistical Analysis 50%
• Compression Test 50%
• Eurocode 3 50%
• Design Rules 50%
• Full-scale Test 50%
• Wall Thickness 50%
• Material Thickness 50%
• Accurate Method 50%
• Steel Section 50%
• Bending Test 50%
• Lateral-torsional Buckling 50%
• Flexural-torsional 50%
• Steel Members 50%
• Stiffened Plate 50%
• Web Thickness 50%
• Support Reaction 50%
• Concentric Compression 50%
• Test Reactions 50%
• Cross-section Properties 50%
• Eccentric Compression 50%
• Unstiffened 50%
• Thin-walled Carbon Steel 50%
• Channel Section 50%
• Stability Phenomenon 50%
• Cold-formed Steel Structures 50%
• Flexural-torsional Buckling 50%
• Local Buckling 50%
• Reaction Test 50%
• Main Principle 50%

Engineering

• Channel Section 100%
• Compression Tests 100%
• Yield Point 100%
• High Strength Steels 100%
• Test Result 50%
• Technical Research Centre 50%
• Eurocodes 50%
• Design Rule 50%
• Full-Scale Test 50%
• Simplifies 50%
• Test Program 50%
• Material Thickness 50%
• Test Data 50%
• Test Section 50%
• Main Purpose 50%
• Experimental Value 50%
• Bending Tests 50%
• Support Reaction 50%
• Formed Steel 50%
• Flexural-Torsional Buckling 50%
• Stiffened Plate 50%
• Section Property 50%
• Local Buckling 50%
• Lateral-Torsional Buckling 50%
• Carbon Steel 50%
• Cross Section 50%

INIS

• design 100%
• steels 60%
• thickness 40%
• stability 40%
• accuracy 40%
• compression 40%
• buckling 40%
• values 20%
• comparative evaluations 20%
• finland 20%
• data 20%
• height 20%
• length 20%
• bending 20%
• walls 20%
• yields 20%
• investigations 20%
• plates 20%
• carbon steels 20%
• yield strength 20%
• cross sections 20%