Bending and Torsion of Cold-Formed Channel Beams

Author:

Put Bogdan M.,Pi Yong-Lin,Trahair N. S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Baigent A. H. and Hancock G. J. ( 1980). “The behaviour of portal frames composed of cold-formed members.” Thin-Walled Structures J. R. Rhodes and A. C. Walker eds. Granada Publishing London 209–222.

2. Baigent A. H. and Hancock G. J. ( 1982). “Structural analysis of assemblages of thin-walled members.” Engrg. Struct. 4(3) 207–216.

3. Celebi N. Winter G. and Pekoz T. ( 1971). “Diaphragm braced channel and z-section beams.” Rep. No. 344 Dept. of Struct. Engrg. Cornell University Ithaca N.Y.

4. Ellifritt D. S. Sputo T. and Haynes J. R. ( 1991). “Flexural strength and deflections of discretely braced cold formed steel channel and Zee sections.” Rep. Prepared for American Iron and Steel Institute University of Florida.

5. Ellifritt D. S. Sputo T. and Haynes J. R. ( 1992). “Flexural capacity of discretely braced C's and Z's.” Proc. 11th Int. Spec. Conf. on Cold-Formed Steel Struct. University of Missouri-Rolla 102–129.

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