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  • Price, Andrew M.
     
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  • Steel -- Cold working
     
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  • Steel, Structural
     
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  • Structural dynamics
     
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  • Structural stability
     
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  • Metal curtain walls
     
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  • MSST Project.
     
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  •  Lateral strength of ...
     
     
     
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    Lateral strength of cold-formed steel slip track connection / Andrew M. Price.
    by Price, Andrew M.
    Subjects
  • Steel -- Cold working
  •  
  • Steel, Structural
  •  
  • Structural dynamics
  •  
  • Structural stability
  •  
  • Metal curtain walls
  •  
  • MSST Project.
  • Description: 
    219 leaves : ill. ; 29 cm.
    Contents: 
    Thesis advisor(s): Dr. Richard DeVries.
    Committee members: Dr. H. Peter Huttlemaier, Dr. Mahmood Maamouri.
    Nomenclature -- Background -- Experimental program -- Test evaluation -- Post-failure characteristics -- Comparison to Gerloff's results -- Appendix A. Elastic slope data plots -- B. Original data plots.
    This project was based on the initial testing of the Cold Formed Steel Slip Track (CFS-ST) - to - Cold Formed Steel Stud connection and design procedure by James Gerloff. His analysis and conclusions allowed for this topic to be revisited by analyzing a new slip-track design.
    The variables used in determining the strength of the CFS-ST were design gap, e, thickness (gage) of material, and either the use of clips or no use of clips. All of these variables were standardized to analyze the effects that each variable had on the overall strength of the CFS-ST. Safety factors were also determined based on testing results and were compared with the original testing done by James Gerloff. The summary of results are determined for the nominal strength of the CFS-ST specimens.
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    Walter Schroeder LibraryMaster's ThesesAC805 .P75 2006AvailableAdd Copy to MyList

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