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Grant: Engage Grants Program

University of Northern British Columbia

$25,000.00

Design guidance for carpentry-type timber joints

FY 2018-19

Summary
Although the benefits of using timber in mid- and high-rise construction are undisputed, there are perceived*shortcomings with respect to the corresponding lack of appropriate design guidance. Overcoming these*perceived shortcomings will allow timber, and its wood product derivatives, to further expand into the*non-residential construction sector.*Mass timber and timber hybrid construction is gaining popularity in modern building construction and*engineering best practices are trying to keep up. While there are many new engineered connectors making their*way to market, some traditional carpentry joints are still cost-effective solutions. One of the more common*connections is a secondary timber beam to a primary timber beam or ledger that is ""housed"" into the primary*member to create a bearing seat for direct load transfer either through a square mortise or a rounded dovetail.*Such joints have many centuries of performance in buildings, but lack a reliable, modern design basis*congruent with the level of safety and reliability expected of current design standards and building codes.*The company-specific problem that will be addressed is the provision of design guidance for such square or*rounded housing joints, establishing a direct link between the material properties and member dimensions and*the connection performance in terms of strength and stiffness. At the project conclusion, the company will have*a better understanding of how to efficiently and safely design these types of traditional carpentry-type joints.
Program
Engage Grants Program
Location
British Columbia, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data

As published

Application id
531172-2018
Name nom
Tannert, Thomas
Department département
Science and Management, College of
Organization id
3
Institution établissement
University of Northern British Columbia
Province en
British Columbia
Province fr
Colombie-Britannique
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2018
Competition year année de concours
2018
Award amount
25000
Program id
EGP
Program name en
Engage Grants Program
Program name fr
Programme de subventions d'engagement partenariat
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
1554
Committee name en
Pacific Internal Decision Committee
Committee name fr
Comité de décision interne pour le Pacifique
Area of application code
1206
Area of application group en
Advancement of knowledge
Area of application group fr
Avancement des connaissances
Area of application en
Engineering
Area of application fr
Génie
Research subject code
1104
Research subject group en
Structural engineering
Research subject group fr
Génie des structures
Research subject en
Structural analysis
Research subject fr
Analyse des structures
Partie
1
Nb partie
1
Application title
Design guidance for carpentry-type timber joints
Keyword
NSERC
Application summary
Although the benefits of using timber in mid- and high-rise construction are undisputed, there are perceived*shortcomings with respect to the corresponding lack of appropriate design guidance. Overcoming these*perceived shortcomings will allow timber, and its wood product derivatives, to further expand into the*non-residential construction sector.*Mass timber and timber hybrid construction is gaining popularity in modern building construction and*engineering best practices are trying to keep up. While there are many new engineered connectors making their*way to market, some traditional carpentry joints are still cost-effective solutions. One of the more common*connections is a secondary timber beam to a primary timber beam or ledger that is ""housed"" into the primary*member to create a bearing seat for direct load transfer either through a square mortise or a rounded dovetail.*Such joints have many centuries of performance in buildings, but lack a reliable, modern design basis*congruent with the level of safety and reliability expected of current design standards and building codes.*The company-specific problem that will be addressed is the provision of design guidance for such square or*rounded housing joints, establishing a direct link between the material properties and member dimensions and*the connection performance in terms of strength and stiffness. At the project conclusion, the company will have*a better understanding of how to efficiently and safely design these types of traditional carpentry-type joints.