Shear strength of truss plate timber connections
dc.contributor.advisor | Schriver, Allison | |
dc.contributor.advisor | B., Schriver | |
dc.contributor.author | Vanderlaan, Paul | |
dc.date.accessioned | 2023-06-07T18:16:00Z | |
dc.date.available | 2023-06-07T18:16:00Z | |
dc.date.issued | 1990 | |
dc.description.abstract | This 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.copyright | Not available for use outside of the University of New Brunswick | |
dc.description.note | Vanderlaan, 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.medium | electronic | |
dc.identifier.uri | https://unbscholar.lib.unb.ca/handle/1882/31411 | |
dc.language.iso | en_CA | |
dc.publisher | University of New Brunswick | |
dc.rights | http://purl.org/coar/access_right/c_16ec | |
dc.subject.discipline | Civil Engineering | |
dc.title | Shear strength of truss plate timber connections | |
dc.type | senior report | |
thesis.degree.discipline | Civil Engineering | |
thesis.degree.fullname | Bachelor of Science in Engineering | |
thesis.degree.grantor | University of New Brunswick | |
thesis.degree.level | undergraduate | |
thesis.degree.name | B.Sc.E. |