Mechanical Behaviour for Connection of Cold-Formed Steel Channel Section with Intermediate Web Stiffener

Abstract

Cold-formed steel (CFS) is a popular steel-based material for building such as roof truss system and wall frame panel. CFS with a variety of shapes, cross-sections and thickness produce a lot of advantages such as ease of production, corrosion resistance and high strength to weight ratio. Connection of the CFS sections between them uses screw, bolt and nut, rivet or weld. But, the detail information for the connector in standard either by Eurocode 3 or American Iron and Steel Institute (AISI) is still incomplete especially methods for testing and also lack in the basic knowledge of testing for the connector or combination of connectors. The connector that was used in this study was a self-drilling screw. The objective of the study is to provide the mechanical behaviour information of self-drilling screws from shear and pull-out tests. Both tests utilised Universal Testing Machine with 100 kN capacity to determine the ultimate load and load-deformation behaviour of the self-drilling screws with different numbers. As a result, the ultimate load of the specimen was found to increase with increasing number of the self-drilling screws for shear and pull-out connection tests.

Determination of load transfer characteristics to connections between cold-formed steel truss and supporting system

“…The ultimate load of the section with intermediate Web stiffener was increased with increasing number of the self-drilling screws for pull-out connection and shear tests (Lu et al , 2012). For the flat pratt truss which is entirely fabricated using CFS angle sections, the ultimate load of the truss was increased by 33% due to the use of gusset plates (Mohd Sani, 2018).…”