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RISExperimental Study of Screw Connections in Plywood-Sheathed CFS Wall Panels Subjected to In-Plane Shear Loading
Publisher: American Society of Civil Engineers
Abstract: Sheathed cold-formed steel (CFS) wall panels are a primary load-carrying component in CFS buildings in which the wall panel is under shear loading, and the resistance offered by the wall panels depends on the screw connection ...
Experimental Study on Bolted Apex Connector for Single-Channel CFS Portal Frames
Publisher: American Society of Civil Engineers
Abstract: An experimental investigation is conducted to evaluate the flexural performance of apex connection for single-channel cold-formed steel (CFS) rafters. This study proposes to form an apex connection by bolting a connector ...
Hat-Shaped Purlin-to-Rafter Screw Connections: Pull-Through Behavior and Design Implications
Publisher: American Society of Civil Engineers
Abstract: This study investigates the pull-through failure behavior of cold-formed steel (CFS) hat-shaped purlin-to-rafter screw connections. A total of 27 tests were conducted to analyze the effects of cross-section parameters such ...
A 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 ...