Search
CSV
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 ...
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat
Publisher: ASCE
Abstract: In the current research work, the shear capacity of the cold-formed steel (CFS) three-bolted clip angle (CA) beam-to-column moment connection (3BM) is investigated with 45 laboratory test results. The 3BM connection comprises ...