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This study investigates the shear strength of fillet welded clip-angle connections between cold-formed steel (CFS) beams and columns through 30 experiments with varying clip-angle configurations. The results indicate that welded connections exhibit higher stiffness compared to screwed and bolted connections, leading to a proposed new shear strength design equation. Additionally, a reliability analysis is conducted to evaluate resistance and safety factors for different design methods, illustrating the effec

Author

Benoy Benjamin

Language

EN