Improved shear design rules of cold-formed steel beams

Author:

Keerthan Poologanathan,Mahendran Mahen

Funder

Australian Research Council

Queensland University of Technology

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. OneSteel Australian Tube Mills. (OATM), Brisbane (Australia): LiteSteel Beam Publication; 2008.

2. LaBoube RA, Yu WW. Cold-formed steel beam webs subjected primarily to shear. Research Report. Rolla (USA): American Iron and Steel Institute, University of Missouri-Rolla; 1978.

3. Critical elastic shear buckling stress hand solution for C- and Z-sections including cross-section connectivity;Aswegan,2012

4. Shear buckling of thin-walled channel sections;Pham;J Constr Steel Res,2009

5. Experimental investigation of high strength C-sections in combined bending and shear;Pham;J Struct Eng, Am Soc Civil Eng,2010

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