Flexural capacity of truss plate timber connections

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dc.contributor.advisorSchriver, Allison
dc.contributor.advisorB., Schriver
dc.contributor.authorWood, Brian
dc.date.accessioned2023-06-07T19:45:03Z
dc.date.available2023-06-07T19:45:03Z
dc.date.issued1989
dc.description.abstractThis report is the result of an investigation into the tlexural capacity ot truss plate timber connections for various depths of timber sections. It was determined that the moment capacity of the connection increased with an increasing depth of beam. It was also found that the connection experienced a tensile mode of failure rather than a bending mode. Alternate connector positions are recommended in order to better utilize the tensile capacity of the connectios. Also, shear testing is recommended.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteWood, Brian (1989). Flexural capacity of truss plate timber connections . (Engineering Senior Report no. T-1431 1989). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1431 1989 1882/12224
dc.format.extentv, 49 pages
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/33350
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleFlexural capacity of truss plate timber connections
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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