Serviceability issues pertaining to load bearing and non-load bearing steel framed walls
"An experimental investigation was conducted at the University of Missouri-Rolla to study the impacts of the gap between the stud and track of a load bearing steel stud wall considering both strength and serviceability. A testing program was developed to study the implications of the gap distance and five variables were explored...As a result of the investigation a design recommendation was proposed and is being considered for adoption by the American Iron and Steel Institute"--Abstract, leaf iii.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri--Rolla
viii, 102 leaves
© 2005 Paul Frederick Findlay, All rights reserved.
Thesis - Citation
Library of Congress Subject Headings
Steel framing (Building)
Steel -- Cold working
Strength of materials
Walls -- Testing
Print OCLC #
Link to Catalog Record
Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.http://laurel.lso.missouri.edu/record=b5476003~S5
Findlay, Paul F., "Serviceability issues pertaining to load bearing and non-load bearing steel framed walls" (2005). Masters Theses. 3736.
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