North American practices for connections in wood construction

Abstract

This paper presents results of a formal survey of current North American practices for connections in wood construction and synthesizes the data with related knowledge and experience. The primary aim of the survey was to assess current practices for selecting, designing, and specifying connections that join lumber and other structural wood‐based products to each other, or components made of other material. The survey instruments were broad based electronic questionnaires and follow‐up discussions with selected respondents, experts and producers of engineered wood products. Different questionnaires were distributed to structural engineers in Canada and the US, and architects in Canada. Follow‐up discussions were focussed on specific issues and removal of ambiguities in responses to questionnaires. It was found that traditional fasteners like bolts, nails, spikes and screws are most widely utilized. Connection selection, design and specification practices have not changed significantly owing to the introduction of modern engineered wood products into the market place. Major perceived deficiencies in engineering design information are: complexity of code rules, lack or scarcity of appropriate information related to screwed connections, non‐factory gluing, practical difficulty of using split ring and shear plate connectors, and appropriateness of using power‐driven nails when design codes only address use of hammer‐driven nails. The findings of the surveys are helping with prioritization of research activities within Canada and proposed revision of the Canadian wood design code.

Manufacturing feasibility analysis and load carrying capacity of computer numerical control cut joints with interlocking assembly feature

“…Therefore, unreliable joints result in unreliable furniture (Smardzewski 2009). The strength capacity of joints could also rely on the self-locking mechanism, which provides better serviceability and durability performance (Snow et al 2006;Tamke et al 2008;Tannert et al 2008;Simek and Vaclav 2010;Pang et al 2011). Given the certain level of technological innovations, the nature of the CNC machines is highly suitable to produce 3D complex geometric shapes with increased manufacturing velocity, higher accuracy, higher productivity rates, tight tolerances, and lower labor cost (Tannert et al 2007(Tannert et al , 2008Tamke et al 2008;Simek and Vaclav 2010).…”

Numerical Modelling Analysis of Angle Bracket Connections Used in Cross Laminated Timber Constructions

“…Tomasi and Smith (2014) state that CLT, like other wood products, is an ideal construction material for seismically active regions. In CLT structures, connections are arguably the most critical elements governing structures' behaviour and failure modes (Snow et al 2006). Therefore, it is crucial to use connectors and fasteners that exhibit high levels of ductility to resist the wind and seismic loads (Tomasi and Smith, 2014).…”