ear3
Member
- Joined
- Jul 24, 2014
- Messages
- 4,341
I've been commissioned to make a large floating shelf (11ft in length!), along the lines of this:
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Wood selection has yet to be determined, but I'm leaning towards Walnut, as I can get this pre-surfaced and so won't have to worry as much about warped/twisted boards milled out of rough stock for such a long piece. The visible parts of the shelf will be Walnut, including probably the bottom. But the back of the shelf, which will probably be designed to operate as a hidden cleat to hang the shelf, can be some other, less expensive wood. Whatever the final design ends up being, I presume that the back of the shelf will be joined in some fashion to the sides using a butt joint and dominoes -- this means, though that I will be joining two different woods with varying rates of shrinkage. So my question is about what guidelines/rules there are for mixing wood species -- is there some way of using the technical data, like the tangential and radial shrinkage values commonly available, to know which woods are good to mix and which not? Is something like oak or maple for an invisible load bearing element of a piece always a safe choice, no matter what the main wood is? Thanks for any advice.
[attachthumb=1]
[attachthumb=2]
Wood selection has yet to be determined, but I'm leaning towards Walnut, as I can get this pre-surfaced and so won't have to worry as much about warped/twisted boards milled out of rough stock for such a long piece. The visible parts of the shelf will be Walnut, including probably the bottom. But the back of the shelf, which will probably be designed to operate as a hidden cleat to hang the shelf, can be some other, less expensive wood. Whatever the final design ends up being, I presume that the back of the shelf will be joined in some fashion to the sides using a butt joint and dominoes -- this means, though that I will be joining two different woods with varying rates of shrinkage. So my question is about what guidelines/rules there are for mixing wood species -- is there some way of using the technical data, like the tangential and radial shrinkage values commonly available, to know which woods are good to mix and which not? Is something like oak or maple for an invisible load bearing element of a piece always a safe choice, no matter what the main wood is? Thanks for any advice.