Load Duration and Seasoning Effects on Mortise & Tennon Joinery
Load Duration and Seasoning Effects on Mortise & Tennon Joinery
Load Duration and Seasoning Effects on Mortise & Tennon Joinery
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1.4. Objectives <str<strong>on</strong>g>and</str<strong>on</strong>g> Scope<br />
Three primary objectives exist for this research. The first is to determine effects of<br />
seas<strong>on</strong>ing <str<strong>on</strong>g>and</str<strong>on</strong>g> load durati<strong>on</strong> <strong>on</strong> traditi<strong>on</strong>al mortise <str<strong>on</strong>g>and</str<strong>on</strong>g> ten<strong>on</strong> joints under tensi<strong>on</strong>. To the<br />
extent possible, load durati<strong>on</strong> effects are separated from seas<strong>on</strong>ing effects <str<strong>on</strong>g>and</str<strong>on</strong>g> each is<br />
analyzed.<br />
The sec<strong>on</strong>d objective is to c<strong>on</strong>tinue the work of Schmidt <str<strong>on</strong>g>and</str<strong>on</strong>g> Daniels (1999). This<br />
research will c<strong>on</strong>tinue to develop end, edge <str<strong>on</strong>g>and</str<strong>on</strong>g> spacing distances for different species of<br />
wood. This phase of research will also serve in further development <str<strong>on</strong>g>and</str<strong>on</strong>g> validati<strong>on</strong> of a<br />
method in which dowel bearing strength <str<strong>on</strong>g>and</str<strong>on</strong>g> stiffness of a base material loaded with a<br />
wood peg fastener can be predicted mathematically. The advantages of mathematically<br />
predicting strength <str<strong>on</strong>g>and</str<strong>on</strong>g> stiffness could be of great value to future research by eliminating<br />
the need to perform combined material tests.<br />
The third objective is to use results from the l<strong>on</strong>g-term joint tests to c<strong>on</strong>firm or<br />
reassess detailing procedures for design of mortise <str<strong>on</strong>g>and</str<strong>on</strong>g> ten<strong>on</strong> joints. If appropriate a load<br />
durati<strong>on</strong> factor could then be defined for use in c<strong>on</strong>necti<strong>on</strong> design to adjust for load<br />
durati<strong>on</strong> effects <strong>on</strong> strength.<br />
The scope of the l<strong>on</strong>g-term research is inclusive of four different species of wood:<br />
southern yellow pine, Douglas fir, white oak, <str<strong>on</strong>g>and</str<strong>on</strong>g> eastern white pine. During the l<strong>on</strong>gterm<br />
load study, loading ranged from no load <strong>on</strong> specimens in the c<strong>on</strong>trol groups to<br />
sustained load of 1000 lb or 2000 lb <strong>on</strong> the remaining specimens. The magnitude of the<br />
l<strong>on</strong>g-term load is dependent up<strong>on</strong> the short-term strength of the joints.<br />
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