Simplified models for cross-section stress demands on C-section purlins in uplift

Author:

Vieira L.C.M.,Malite M.,Schafer B.W.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. AISI-S100. North American Specification for the Design of Cold-formed Steel Structural Members. American Iron and Steel Institute, Washington, DC, 2007.

2. Review: the direct strength method of cold-formed steel member design;Schafer;Journal of Constructional Steel Research,2008

3. Basaglia CD. Sobre o comportamento estrutural de terças de aço considerando a interação com as telhas—in Portuguese, (Behavior of purlin-sheeting systems). Dissertation (Master), Universidade de São Paulo, São Carlos. 2004.

4. Sears JM, Murray TM. Proposed method for the prediction of lateral restraint forces in metal building roof systems. In: Annual Stability Conference Proceedings, Structural Stability Research Council, 2007.

5. Seek MW, Murray TM. Lateral brace forces in single span Z-section roof systems with interior restraints using the component stiffness method. In: Annual Stability Conference Proceedings, Structural Stability Research Council, 2007.

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