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Thread: Ryan's trestle table
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26th June 2005, 10:52 PM #16
Ryan
That is quite magnificent. You're creating a new design style with the use of architectural joinery in furniture construction. I'm sure it's been attempted previously but I haven't seen any work in which the joinery so clearly resembles structural framing but at the same time suits the table application so well.
Keep posting examples of your work. You're an inspiration to the rest of us to aspire to your high standards.
Col
Incidentally, Rocker's right - you should write it up for FWW. I look forward to seeing it published!Driver of the Forums
Lord of the Manor of Upper Legover
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26th June 2005 10:52 PM # ADSGoogle Adsense Advertisement
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26th June 2005, 10:53 PM #17Originally Posted by ryanarcher
May I ask where you obtained the Yew wood, and was it English Yew?
I had at one time a dining table and 12 chairs made out of English Yew and it was really beautiful.
Regards from Melbourne
Steve B
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26th June 2005, 10:54 PM #18
Terrific Ryan. I especially love those dovetails!
The background is definitely not Perth, not with all the fir trees (not a jarrah or karri or gum to be seen).
Regards from Perth
Derek
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26th June 2005, 11:12 PM #19
Bloody hell Ryan, If you keep posting the pictures of your work I'm going to end up selling all my tools and taking up golf.
Very nice work. (again ) .
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26th June 2005, 11:46 PM #20
OK Ryan, I love it of course in my own childlike way, but thought I'd ask some really challenging questions anyway
1) Why did you call it a trestle table when there aren't any trestles to be seen? (Don't answer that.... I re-read your post and got it!)
2) Have you thought about movement in the horizontal "feet" members? I'm concerned that if there is slight movement (warp or bow) then the table will play rock-a-byes. I have built two pieces with feet like that: A table in pine 25 years ago, which developed a 6mm (1/4in) bow in one of the members, and the stand for the 2ft Skiff which also gets a bout of the wobbles every so often.
Just wondering what you plan to do??
3) How far in does the dovetail go, 'cause there appears to be precious little top left above it :eek: ?? I know you said they were too close for comfort, tell me they don't go all the way across!! I guess the top is saved by the fact that it is resting on the "haunchy" bit, so won't just crack off??
Just curious, please don't let my questions detract from my admiration for it, and your work!
cheers,
P
Last edited by bitingmidge; 27th June 2005 at 12:07 AM. Reason: I keep reading Ryan's answers earlier!!
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27th June 2005, 05:17 AM #21
Thanks very much for all the kind works everyone! Truth is that you guys are the ones who taught me how to work wood .
Originally Posted by bitingmidge
They go all the way through Peter . it would have been sweet if the top had just stayed the 2" thickness as planed, but wood has a mind of it's own (especially when worked outside because one's shop is too small). as it is now it's still strong enough because (as you say) it's resting on the haunchy bit. it just looks perioulously thin.
as for the base warping, i cut the timber to rough dimentions and let it season in the shop for two weeks, then jointed and thicknessed it to 2/100ths oversize before the joinery was cut, then handplaned it flat before the finish went on. it should stay stable, but i was worried about the same thing. maybe screw type leveling feet on one side? whaddya think? thanks for asking the tough questions P. that's how i learn!
May I ask where you obtained the Yew wood, and was it English Yew?
Looks heavy ... what would it weigh?
And thanks again for the compliments. you make me blush
-Ryan
there's no school like the old school.
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27th June 2005, 10:38 AM #22GOLD MEMBER
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Wow ! That's an architectural masterpiece Ryan . A terrific piece and I'm sure it will be a great talking point for your client.
PeterI've just become an optimist . Iv'e made a 25 year plan -oopps I've had a few birthdays - better make that a 20 year plan
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27th June 2005, 11:13 AM #23
Fantastic work Ryan - you inspire me to take the extra time and effort to do trad. joints.
Beautiful timber, too!
Jill
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27th June 2005, 11:19 AM #24
Oh my …… :eek:
No let’s try again. Yeah, it is very average.
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27th June 2005, 01:15 PM #25
Nice work mate. You can (once again) be proud. I like the bold treatment of the split.
Last edited by TassieKiwi; 27th June 2005 at 03:06 PM.
The only way to get rid of a [Domino] temptation is to yield to it. Oscar Wilde
.....so go4it people!
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27th June 2005, 01:42 PM #26
A beatiful and inspirational piece. I love the braced undercarriage. The design would suit a glass-topped coffee table, so you could see it all from above. The top of this table is spectacular too, with all the figure, dutchmen, etc.
Originally Posted by ryanarcher
Thanks for the post.Those are my principles, and if you don't like them . . . well, I have others.
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27th June 2005, 04:48 PM #27Originally Posted by zenwood
-Ryan
there's no school like the old school.
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27th June 2005, 05:08 PM #28Originally Posted by ryanarcher
I'd suck it and see..... although your customer may not be happy with that approach! Perhaps you could recess the levelling feet completely, so that they are invisible normally but can screw out when/if required??
I know Radiata isn't the world's most stable timber, and I know that it wasn't straight grained, but it still moves heaps more than 2/100ths!
I look forward to a one year report!
Cheers,
P
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29th June 2005, 05:38 AM #29Originally Posted by linelefty
Now there's your problem 2/100ths !!! What if there's a spec of dust under the thing???
there's no school like the old school.
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29th June 2005, 07:51 PM #30
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