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Bending strength of vertically glued laminated beams with one to five plies / by Ronald W. Wolfe and Russell C. Moody.

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Format:
Book
Government document
Author/Creator:
Wolfe, Ronald W., author.
Moody, R. C. (Russell Charles), 1942- author.
Contributor:
Forest Products Laboratory (U.S.), issuing body.
Series:
Research paper FPL ; 333.
Research paper FPL ; 333
Language:
English
Subjects (All):
Flexure.
Laminated wood--Testing.
Laminated wood.
Physical Description:
1 online resource (19, [1] pages) : illustrations.
Place of Publication:
Madison, Wis. : United States Department of Agriculture, Forest Service, Forest Products Laboratory, 1979.
Summary:
Properties of vertically laminated beams were studied to determine the effects of number and quality of component laminations on structural performance. Deterministic and probabilistic analyses were both used to show how performance varies with number and quality of laminations and with assumed loading parameters. Increase in allowable stress with number of laminations, currently recognized as a constant adjustment for three or more laminations, was significant for two-lamination beams as well. This increase proved to be inversely related to lumber quality. Results will be helpful to organizations publishing engineering design stresses in establishing a more efficient design of vertically laminated beams. (Author).
Notes:
Includes bibliographical references (pages 13-14).
Electronic reproduction. [S.l.] : HathiTrust Digital Library, 2011.
Description based on online resource, PDF version; title from caption (USFS, viewed September 30, 2019).
Other Format:
Print version: Wolfe, Ronald W. Bending strength of vertically glued laminated beams with one to five plies
OCLC:
903825679
Access Restriction:
Use copy Restrictions unspecified

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