Re: Philadelphia Stool Strength questions
Mike Stallard
>Andrew,
I don't have a copy of the 18th Century Style book, but I assume that the stool you plan to build is the one designed by Randall O'Donnell and featured in the April 1999 issue of FWW (No. 135). I congratulate you on your taste. That is a very pretty little stool, and looks like it would be a blast to build.
I am a little concerned about the structural effects of some of the changes you are planning in the design, though. My concerns generally center around replacing the integral tenons in the frame with 1 1/4 inch thick floating tenons.
1) Why such a thick tenon? The stock the tenon is mortised into has a rough dimension of 2 1/2 inches, but is reduced to 2 1/16 inches by the seat rabbet. Using the common rule of thumb for mortise thickness (1/3 to 1/2 of stock thickness), the tenon shouldn't exceed about 1 inch in thickness. O'Donnell's plans (FWW #135) call for 3/4 inch thick tenons. The concern here is with the mortise wall strength, not the tenon strength. Post and rung chairs, which carry similar loads, are almost all built with 5/8 inch or 9/16 inch tenons without problem.
2) From your description, it sounds as though you plan to center the mortise in the rough stock. With the thick tenon and seat rabbet, that leaves only 3/16 inch of mortise wall above the tenons. The mortise should be centered in the stock that remains after the seat rabbet is cut. Using a 3/4 inch tenon thickness, that will give you mortise walls 5/8+ inch thick.
3) O'Donnell's plans show tenons with no shoulder on the inside edge of the frame. A floating tenon would be placed in a mortise that has no wall on that edge. Then he calls for removing an arc of stock behind the tenon to lighten the frame. Effectively, you would have a saddle joint. That may work out if the fit and glue are perfect, but I would feel better with a full mortise. There isn't room to move the tenon further in to the frame member. You could reduce the width of the tenon, but it is sized to resist twist in the frame. If you are going to go with floating tenons, don't remove the waste material. That will at least keep a fourth side on the mortise and help hold it together.
4) The reason you give for using floating tenons is economy. I am not sure how much savings you will realize. There are 4 tenons, each 2 inches long, and cut in 2 1/2 X 4 1/2 inch stock. That works to 90 cubic inches, or less than 2/3 bd ft. I don't know what you have to pay for mahogany, but here that is about $10 worth. Then you have to deduct cost of material for the floating tenons and the additional time required to form and reinforce them. Also with integral tenons, there would be no need to pin that side of the joint. The other side of the joint is already pinned by the leg tenon.
Hope this helps. Of course, if you are not building O'Donnell's design, then never mind. Good luck.