"An experimental and analytical study of the structural behavior of cold-formed steel C-sections with web openings has been the focus of this research. C-shaped members with web openings are used in building construction as wall studs and floor joists. Industry standard C-sections were tested to determine the effect web openings have on the flexural strength of the member.
The current design criteria for cold-formed steel, provided by the 1986 AISI Specification with the 1989 Addendum does not specifically address flexural members with web openings. Therefore, the primary emphasis of this investigation was to determine if the current design criteria provided an adequate prediction of the bending moment capacity of members with web openings.
The test results indicated that the structural behavior of the members tested differed for the various geometries. A discussion of the results is included, as well as design recommendations for the test specimens which demonstrated a reduction in strength because of the web openings"--Abstract, page iii.
LaBoube, Roger A.
Yu, Wei-wen, 1924-
Hansen, Peter G., 1927-2010
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
American Iron and Steel Institute
Metal Lath/Steel Framing Association
University of Missouri--Rolla
viii, 42 pages
© 1992 Kimberly D. Hodges-Batson, All rights reserved.
Thesis - Restricted Access
Steel, Structural -- Testing
Steel -- Cold-working
Print OCLC #
Electronic OCLC #
Link to Catalog Record
Electronic access to the full-text of this document is restricted to Missouri S&T users. Otherwise, request this publication directly from Missouri S&T Library or contact your local library.http://merlin.lib.umsystem.edu/record=b2482078~S5
Hodges-Batson, Kimberly D., "Flexural behavior of webs with openings" (1992). Masters Theses. 1064.
Share My Thesis If you are the author of this work and would like to grant permission to make it openly accessible to all, please click the button above.