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    Analytical Study on Rotational Restraint of Sheathing 

    Guan, Y.; Schafer, B.W. (2008)
    Building upon a previous set of experiments performed to determine connection rotational restraint provided by sheathing in cold-formed steel floor joists, this study investigates the reliability of reported connection ...
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    Distortional Buckling of Cold-Formed Steel Members in Bending 

    Yu, Cheng; Schafer, Benjamin W. (2005)
    Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in combination with yielding. For many cold-formed steel (CFS) studs, joists, purlins, or girts, distortional buckling may ...
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    Experiments on Rotational Restraint of Sheathing 

    Schafer, B.W.; Sangree, R. H.; Guan, Y. (2007)
    A series of cantilever tests on joist-sheathing assemblies were conducted to determine the rotational restraint that sheathing provides to the compression flange of a floor joist in bending. This rotational restraint, which ...
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    Distortional Buckling of Cold-Formed Steel Columns 

    Schafer, B.W. (2000)
    Research on the distortional buckling of cold-formed steel columns, primarily C and Z shapes is summarized in this document.

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    AuthorSchafer, B.W. (3)Guan, Y. (2)Sangree, R. H. (1)Schafer, Benjamin W. (1)Yu, Cheng (1)SubjectCold-formed steel (4)
    distortional buckling (4)
    joist (2)purlin (2)rotational restraint (2)sheathing (2)beam (1)column (1)local buckling (1)... View MoreDate Issued2000 (1)2005 (1)2007 (1)2008 (1)Has File(s)Yes (4)

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