Design of Cold-Formed Channels Subjected to Web Crippling-Reference-Cited by-同舟云学术

Design of Cold-Formed Channels Subjected to Web Crippling

Published:2001-10 Issue:10 Volume:127 Page:1137-1144
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Young Ben¹²,Hancock Gregory J.¹²

Affiliation:

1. Asst. Prof., School of Civ. and Struct. Engrg., Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

2. BHP Steel Prof. of Steel Struct., Dept. of Civ. Engrg., 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%282001%29127%3A10%281137%29

Reference19 articles.

1. American Institute of Steel Construction (AISC). ( 1993). Load and resistance factor design specification for structural steel buildings Chicago.

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

3. BHP Structural and Pipeline Products. ( 1997). DuraGal design capacity tables for structural steel angles channels and flats Sydney.

4. BHP Structural and Pipeline Products. ( 1998). Pipe tube and structural products: mechanical test data Somerton Plant Australia.

5. Hetrakul N. and Yu W. W. ( 1978). “Structural behavior of beam webs subjected to web crippling and a combination of web crippling and bending.” Final Rep. Civ. Engrg. Study 78-4 University of Missouri-Rolla Rolla Mo.

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