Experimental studies on screw connections between cold-formed steel framing and sandwich sheathing

Structures ◽  
2021 ◽  
Vol 32 ◽  
pp. 2048-2059
Author(s):  
Ashok Jammi ◽  
S. Arul Jayachandran
2015 ◽  
Vol 5 (3) ◽  
pp. 50-63 ◽  
Author(s):  
Vilma França Monteiro ◽  
Edgar Bacarji ◽  
Orlando Ferreira Gomes ◽  
Francisco Antonio Rocco Lahr ◽  
André Luis Christoforo

2018 ◽  
Vol 132 ◽  
pp. 771-782 ◽  
Author(s):  
Hanheng Wu ◽  
Sisi Chao ◽  
Tianhua Zhou ◽  
Yunxiao Liu

2014 ◽  
Vol 2014 ◽  
pp. 1-11 ◽  
Author(s):  
Yeong Huei Lee ◽  
Cher Siang Tan ◽  
Shahrin Mohammad ◽  
Mahmood Md Tahir ◽  
Poi Ngian Shek

The concept of cold-formed light steel framing construction has been widespread after understanding its structural characteristics with massive research works over the years. Connection serves as one of the important elements for light steel framing in order to achieve its structural stability. Compared to hot-rolled steel sections, cold-formed steel connections perform dissimilarity due to the thin-walled behaviour. This paper aims to review current researches on cold-formed steel connections, particularly for screw connections, storage rack connections, welded connections, and bolted connections. The performance of these connections in the design of cold-formed steel structures is discussed.


10.29007/pn7x ◽  
2018 ◽  
Author(s):  
Vidal Paton-Cole ◽  
Emad Gad

Constructing residential houses with cold-formed steel in Australia dates back to the 1940’s when there was a shortage of timber for use in the industry. Subsequently, this led to the formation of the National Association of Steel-Framed Housing (NASH) in 1982 with the objective of promoting the use of cold-formed steel in the construction industry, in particular for application to construction of low-rise residential houses. Over the last few decades, NASH has made significant progress in promoting steel and has led to the inclusion of steel-framed housing in the BCA and the development of a standard on residential and low-rise steel framing. Conventional detached housing is the largest single form of residential construction in Australia with approximately 120,000 built in 2015 (ABS, 2015). Therefore, the safety, durability, performance and long-term low operational costs over the 50-year design life of a typical residential house are of significance. Constructed residential houses satisfying these requirements would not only translate to significant savings to homeowners personally but also to the nation. This paper discusses the benefits of using cold-formed steel for constructing low-rise residential structures. Based on a full-scale experimental study that was undertaken to assess the overall performance of a brick veneer steel-framed structure, the performance-based requirements of residential houses built of cold-formed steel framing are evaluated and discussed


2021 ◽  
Vol 350 ◽  
pp. 00014
Author(s):  
Vasili Stsepaniuk ◽  
Andrei Shuryn ◽  
Dmitry Zhdanov ◽  
Pavel Tsikhanchuk

The main advantages and disadvantages of cold-formed steel framed structures are discussed, and the basic principles for their analysis and design are considered. Some specific structural features of the thinwalled cold-formed steel framing of a dairy warehouse designed by Proektnauka LLC (Brest, RB), are described, and several recommendations so as to improve its structural design are given.


Masonry 2018 ◽  
2018 ◽  
pp. 158-182
Author(s):  
Charles B. Clark ◽  
Cortney L. Fried ◽  
James Bryja

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