Cold-Formed Steel Channels Subjected to Concentrated Bearing Load-Reference-Cited by-同舟云学术

Cold-Formed Steel Channels Subjected to Concentrated Bearing Load

Published:2003-08 Issue:8 Volume:129 Page:1003-1010
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Young Ben¹,Hancock Gregory J.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

2. BHP Steel Professor of Steel Structure, Dept. of Civil Engineering, Univ. of Sydney, New South Wales 2006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A8%281003%29

Reference16 articles.

1. American Iron and Steel Institute (AISI). (1996). “Specification for the design of cold-formed steel structural members.” Washington D.C.

2. American Society of Civil Engineers (ASCE). (1998). “Minimum design loads for buildings and other structures.” ASCE 7-98 New York.

3. Australian Standard (AS). (1989). “SAA loading code Part 1: Dead and live loads and load combinations.” AS 1170.1-1989 Standards Association of Australia Sydney Australia.

4. Australian Standard (AS). (1991). “Methods for tensile testing of metals.” AS 1391 Standards Association of Australia Sydney Australia.

5. Australian Standard/New Zealand Standard (AS/NZS). (1996). “Cold-formed steel structures.” AS/NZS 4600:1996 Standards Australia Sydney Australia.

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