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RISA Generic Design Approach for the Ultimate Shear Strength of the CFS Welded Moment Beam-to-Beam Connection
Publisher: American Society of Civil Engineers
Abstract: This paper reports on the shear performance of a cold-formed steel (CFS) beam-to-beam moment welded moment connection with 28 laboratory tests. The tested moment connection comprises a welded CFS 90° clip angle (CA) and a ...