Compression Tests on Cold-Formed Angles Loaded Parallel with a Leg
Author:
Affiliation:
1. Software Engr., AAO, Eastwood NSW 2121, Australia.
2. Prof., Dept. of Civ. Engrg., Univ. of Sydney, NSW 2006, Australia.
3. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Sydney, NSW 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%282001%29127%3A6%28600%29
Reference17 articles.
1. American Institute of Steel Construction AISC. ( 1993). Specification for load and resistance factor design of single-angle members Chicago.
2. American Iron and Steel Institute AISI. ( 1997). Specification for the design of cold-formed steel structural members Washington D.C.
3. ASCE. ( 1991). “Design of latticed steel transmission structures.” ANSI/ASCE Standard 10-90 New York.
4. Ultimate Load Capacity of Single Steel Angles
5. Behavior of Single‐Angle‐Compression Members
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