Shear strength of truss plate timber connections

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dc.contributor.advisorSchriver, Allison
dc.contributor.advisorB., Schriver
dc.contributor.authorVanderlaan, Paul
dc.date.accessioned2023-06-07T18:16:00Z
dc.date.available2023-06-07T18:16:00Z
dc.date.issued1990
dc.description.abstractThis report i n v e s t i g a t e s the shear strength of t r u s s plate timber connections and presents a mathematical model which p r e d i c ts the shear behaviour of such a t r u s s plate connection. A comparison of moment capacity versus shear capacity i s presented. I t i s determined that the connection works w e l l i n shear and that moment governs over shear when designing a t r u s s plate connection for most p r a c t i c a l purposes.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteVanderlaan, Paul (1990). Shear strength of truss plate timber connections . (Engineering Senior Report no. T-1480 1990). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1480 1990 1882/13938
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/31411
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleShear strength 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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