Modifications to the Direct Strength Method of cold-formed steel design for members unsymmetric about the axis of bending

Author:

Glauz Robert S.ORCID,Schafer Benjamin W.ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. North American, Specification for the Design of Cold-Formed Steel Structural Members, S100-16,2016

2. Cold-Formed Steel Structures, AS/NZS 4600:2018,2018

3. Advances in the direct strength method of cold-formed steel design;Schafer;Thin-Walled Struct.,2019

4. S.W. Baur, R.A. LaBoube, Behavior of complex hat shape cold-formed steel members, in: Proceedings of Structural Stability Research Council, Ft. Lauderdale, FL, 2001, pp. 403–417.

5. N. Nuttayasakul, W.S. Easterling, Cold-formed steel flexural members undergoing distortional and Euler buckling, in: Proceedings of Structural Stability Research Council, Baltimore, MD, 2003, pp. 339–355.

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