Official Luthiers Forum!

Owned and operated by Lance Kragenbrink
It is currently Wed Aug 06, 2025 11:08 pm


All times are UTC - 5 hours


Forum rules


Be nice, no cussin and enjoy!




Post new topic Reply to topic  [ 12 posts ] 
Author Message
 Post subject: Douglas fir as tonewood
PostPosted: Sat Jul 16, 2011 10:40 pm 
Offline
Koa
Koa
User avatar

Joined: Wed Oct 21, 2009 7:46 pm
Posts: 950
First name: Francis
Last Name: Richer
City: Montréal
State: Québec
Zip/Postal Code: H4G 2Z2
Country: Canada
Focus: Build
Status: Semi-pro
Hi!

More and more, I see suppliers offering Douglas Fir as top wood.
My girlfriend is begining in guitar making and she's interested by the idea of using douglas fir for her first classical.
Did some of you experienced this wood? I checked and saw that it's as dense as sitka or adi. Can some of you confirm that or speak about the tone of it?

Thanks a lot!
Francis

By the way... It's a wonderful thing to have a girlfriend that is building ukes and guitars in your basement. :D

_________________
Francis Richer, Montréal
Les Guitares F&M Guitars


Top
 Profile  
 
PostPosted: Sat Jul 16, 2011 11:59 pm 
Offline
Koa
Koa

Joined: Thu Jan 24, 2008 2:13 am
Posts: 902
Location: Caves Beach, Australia
Whilst someone will undoubtedly jump in and say the have used it, heard it or heard of it,
for a classical the high density is not what the vast majority look for.
For classicals you are generally using the lower density spruces such as engleman, or western red cedar.
The nylon strings do not have enough energy to drive a dense soundboard.


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 12:17 am 
Offline
Contributing Member
Contributing Member

Joined: Tue Mar 11, 2008 12:28 pm
Posts: 383
First name: William
Last Name: Snyder
City: Brooklyn
State: NY
Country: United States
Focus: Build
Status: Amateur
I'd agree. I consider most sitka too dense for classicals and doug fir is definitely denser than sitka. I've heard of some pretty good results using it for steel string instruments but for nylon i'd stick to euro, engelmann, wrc, or maybe some lutz.


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 12:53 am 
Offline
Koa
Koa
User avatar

Joined: Wed Oct 21, 2009 7:46 pm
Posts: 950
First name: Francis
Last Name: Richer
City: Montréal
State: Québec
Zip/Postal Code: H4G 2Z2
Country: Canada
Focus: Build
Status: Semi-pro
That's what I was thiking, but I also have to question in head...
Maybe it's stupid, but anyways... What about using a denser top (sitka, adi, or fir), and bring them thinner? What's the difference between a light wood top, thicker, and a dense wood, thinner ?

_________________
Francis Richer, Montréal
Les Guitares F&M Guitars


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 1:31 am 
Offline
Contributing Member
Contributing Member

Joined: Tue Mar 11, 2008 12:28 pm
Posts: 383
First name: William
Last Name: Snyder
City: Brooklyn
State: NY
Country: United States
Focus: Build
Status: Amateur
I'm guessing that it wouldn't be stiff enough if it was thinned such that it had comparable mass. If you thin it enough so that it has similar mass as an engelmann, etc. top and, in its thinner state, it remains equally as stiff as the engelmann top then I don't really know. But I doubt this would be the case.


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 2:44 am 
Offline
Koa
Koa

Joined: Thu Jan 24, 2008 2:13 am
Posts: 902
Location: Caves Beach, Australia
Yes that' the way it works, the crossectional stiffness is proportional to the square of the thickness.
Whilst the Douglas fir does have a slightly greater modulus of elasticity, by the time you thinned to an equivalent mass it would be too floppy.


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 3:47 am 
Offline
Koa
Koa
User avatar

Joined: Wed Oct 21, 2009 7:46 pm
Posts: 950
First name: Francis
Last Name: Richer
City: Montréal
State: Québec
Zip/Postal Code: H4G 2Z2
Country: Canada
Focus: Build
Status: Semi-pro
Jeff Highland wrote:
Yes that' the way it works, the crossectional stiffness is proportional to the square of the thickness.
Whilst the Douglas fir does have a slightly greater modulus of elasticity, by the time you thinned to an equivalent mass it would be too floppy.


Yhea :? Logic.

Thanks to you guys! I'll probably go for WRC and keep the Doug Fir idea for a SS.

_________________
Francis Richer, Montréal
Les Guitares F&M Guitars


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 7:23 am 
Offline
Brazilian Rosewood
Brazilian Rosewood
User avatar

Joined: Thu Mar 22, 2007 10:59 pm
Posts: 2103
Location: Bucharest, Romania
Country: Romania
Focus: Build
Status: Professional
I built one with a rather heavy Euro top (435Kg/m3) and more important, of rather low stiffness. It tapped nice however. I made it thin enough to fix the weight issue, used the finest stiffness to weight braces I had and left them a bit taller, used stiffer and wider lining, a light bridge, my guitar shape is already on the small end, also well domed, and it turned out just about as good a guitar as my others built from lighter and stiffer (at the same time) spruce.

_________________
Build log


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 7:45 am 
Offline
Brazilian Rosewood
Brazilian Rosewood
User avatar

Joined: Thu Jan 06, 2011 6:08 pm
Posts: 2712
First name: ernest
Last Name: kleinman
City: lee's summit
State: mo
Zip/Postal Code: 64081
Country: usa
Focus: Build
Status: Professional
I have used doug fir on tenor and baritone uke tops. Like the others I would hesitate on a classical though. Currently building an Om steel string with a vy well aged 4 pce doug fir top. I have thinned it to abt 2.2mm. Bon chance, and yes I would wait to assemble that top till sept . The humidity in MTL is way too high for guitar building in july/aug, Unless you have a room that is sealed to 50 % humidity dans votre bsmt.


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 3:44 pm 
Offline
Contributing Member
Contributing Member
User avatar

Joined: Wed Sep 08, 2010 12:17 am
Posts: 1292
First name: John
Last Name: Arnold
City: Newport
State: TN
Zip/Postal Code: 37821
Country: USA
Focus: Repair
Status: Professional
Quote:
Yes that' the way it works, the crossectional stiffness is proportional to the square of the thickness.

Stiffness is proportional to the cube of the thickness, and inversely proportional to the square of the length.
Here is a hypothetical:
Assume Doug fir is 10% stiffer, and 10% denser than the normal spruce top. If you make the Doug fir top the same weight as spruce, it is only 80% as stiff. If you make it the same stiffness, then it will weigh 6.6% more than the spruce top.
One thing to consider is that Doug fir is quite variable in its properties, depending on where it grew. The fine-grained variety grown in the mountains tends to be less dense and stiff than coastal Doug fir. This is primarily due to the thinner latewood, when figured as a percentage of the total width of the growth rings.

_________________
John


Top
 Profile  
 
PostPosted: Sun Jul 17, 2011 3:47 pm 
Offline
Koa
Koa

Joined: Thu Jan 24, 2008 2:13 am
Posts: 902
Location: Caves Beach, Australia
Yes you are right John, I plead mental impairment due to man flu/


Top
 Profile  
 
Display posts from previous:  Sort by  
Post new topic Reply to topic  [ 12 posts ] 

All times are UTC - 5 hours


Who is online

Users browsing this forum: No registered users and 31 guests


You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum
You cannot post attachments in this forum

Jump to:  
Powered by phpBB® Forum Software © phpBB Group
phpBB customization services by 2by2host.com