Effectiveness of CFS web cleat bolted connections between beam–to–column

Author:

Natesan Vijayakumar,Shanmugasundaram Bharath,Sekar MonishORCID,Madhavan Mahendrakumar

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference23 articles.

1. AISI (American Iron and Steel Institute). North American specification for the design of cold-formed steel structural members. AISI S100 (2016). Washington, DC: AISI.

2. AS/NZS. “Cold-formed steel structures.” AS/NZS No. 4600:2005, Australian/New Zealand Standard, Standards Australia, Sydney, Australia.

3. ECCS T.T. 7.10. “Connections in cold-formed steel structures. The testing of connections with mechanical fasteners in steel sheeting and sections/European recommendations for steel construction” ECCS publication, second edition 2009 124.

4. Experimental study on beam–to-column clip angle bolted connection;Natesan;Thin-Walled Struct.,2019

5. Comparative experimental studies on the web cleat bolted CFS beam to column connection;Natesan;J Constr Steel Res,2020

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