Lateral restraint forces in Z-section roof systems using the component stiffness method

Author:

Seek Michael W.,Murray Thomas M.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Cold-formed steel design manual,2002

2. Ghazanfari A, Murray TM. Prediction of the lateral restraint forces of single span z-purlins with experimental verification. Fears Structural Engineering Laboratory Laboratory Report no. FSEL/MBMA 83-04, University of Oklahoma, Norman, Oklahoma; 1983

3. Application of generalized beam theory to the design of thin-walled purlins;Heinz;Thin Walled Structures,1994

4. Lee S, Murray TM. Experimental determination of required lateral restraint forces for Z-purlin supported, sloped metal roof systems. CE/VPI-ST 01/09. Blacksburg (VA): Virginia Polytechnic Institute and State University; 2001

5. Computer modeling of sloped Z-purlin supported roof systems to predict lateral restraint force requirements;Seek,2004

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