Transverse load distribution for a concentrated load on steel deck with plywood overlay
"The design of non-composite plywood sheet on cold-formed steel deck for non-uniform loads is currently limited by a lack of understanding of their actual behavior during realistic conditions. An experimental investigation was conducted at the University of Missouri-Rolla to study the behavior of and develop a design methodology for steel deck with a plywood sheet application that is subjected to a concentrated load"--Abstract, page iii.
LaBoube, Roger A.
Yu, Wei-wen, 1924-
Carroll, Douglas R.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
Wei-Wen Yu Center for Cold-Formed Steel Structures
University of Missouri--Rolla
viii, 116 pages
© 2006 Eric Stephen Bahr, All rights reserved.
Thesis - Citation
Bridges -- Live loads
Load factor design
Pavements -- Overlays
Steel plate deck bridges
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=b5790753~S5
Bahr, Eric Stephen, "Transverse load distribution for a concentrated load on steel deck with plywood overlay" (2006). Masters Theses. 4099.
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