Shear capacity of nailed timber joints
| dc.contributor.advisor | Schriverd, A. | |
| dc.contributor.advisor | B., Schriver | |
| dc.contributor.author | Flewelling, John D. | |
| dc.date.accessioned | 2023-06-07T19:05:40Z | |
| dc.date.available | 2023-06-07T19:05:40Z | |
| dc.date.issued | 1991 | |
| dc.description.abstract | To better understand the behaviour of wood as a building component, research has been performed i n v e s t i g a t i n g i t s mechanical p r o p e r t i e s . Further studies have been c a r r i e d out analyzing the behaviour of wood when subjected to loads. These studies provide i n s i g h t s which lead to improvements i n engineering designs. T h i s report i n v e s t i g a t e s the shear capacity of n a i l e d timber connections using plywood cover p l a t e s . In addition, the report presents a mathematical model to p r e d i c t the t h e o r e t i c a l load c a p a c i t y of such j o i n t s. | |
| dc.description.copyright | Not available for use outside of the University of New Brunswick | |
| dc.description.note | Flewelling, John D (1991). Shear capacity of nailed timber joints . (Engineering Senior Report no. T-1499 1991). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1499 1991 1882/16329 | |
| dc.format.medium | electronic | |
| dc.identifier.uri | https://unbscholar.lib.unb.ca/handle/1882/32744 | |
| 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 capacity of nailed timber joints | |
| 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. |