Eric The Viking
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I mean the sort used for front bench legs (Roubo-style):
I've a mind to try out my new Japanese saws (Happy Christmas to me!) and was wondering about making some of these to form the joints at the corners of some wooden shelf brackets. The brackets will be braced, but this joint, especially if I pin through the tail, ought to hold nicely against the tension forces it's under. I'm not really relying on it for strength, but it would be nice if it actually was strong too!
I know the recommended angles for the ordinary sort of dovetail, but what rules, if any apply to these, e.g. what width of tail (as proportion of the overall stock), and what slope to pick for the hidden face, and for the visible dovetails? I've only ever seen these used for bench and stool legs, with the grain running crosswise. Will I make it significantly weaker if both pieces have the grain running 'the same way'?
The pic is from Sketchup and that dovetail is based roughly on thirds of the width. I *think* there's no splitting force on the socket, as long as it's glued (there would be if the inner faces can slide over each other).
It's partly for the exercise, so anyone who says "just use a metal bracket" is both right and wrong at the same time ;-)
Other thoughts appreciated...
E.
I know the recommended angles for the ordinary sort of dovetail, but what rules, if any apply to these, e.g. what width of tail (as proportion of the overall stock), and what slope to pick for the hidden face, and for the visible dovetails? I've only ever seen these used for bench and stool legs, with the grain running crosswise. Will I make it significantly weaker if both pieces have the grain running 'the same way'?
The pic is from Sketchup and that dovetail is based roughly on thirds of the width. I *think* there's no splitting force on the socket, as long as it's glued (there would be if the inner faces can slide over each other).
It's partly for the exercise, so anyone who says "just use a metal bracket" is both right and wrong at the same time ;-)
Other thoughts appreciated...
E.