Results 1 to 14 of 14

Thread: Bridge fit

  1. #1

    Default Bridge fit

    I recently strung up my mandolin after finishing it with shellac. I don't know if things changed, or I didn't notice it before, but the neck treble side if the bridge corner is not making contact. I mean no more than 1/16 inch each direction, maybe not that much. It's a full contact CA bridge, and I'll probably wait until next string change to deal with it, but was wondering what if any detrimental effect this would have on tone. We are talking maybe 2% or less of the contact area.
    Silverangel A
    Arches F style kit
    1913 Gibson A-1

  2. #2
    Member
    Join Date
    Jan 2007
    Location
    Boulder, CO & Chesterfield, MO
    Posts
    2,562

    Default Re: Bridge fit

    2%? Probably no effect at all on tone

  3. #3

    Default Re: Bridge fit

    Fitting a bridge perfectly is impossible (unless you can control temperature and humidity to +/-10 degrees and +/- 10% RH). Ideally the four extreme corners of the bridge are in contact. Mass further away from the centerline has an exponentially larger influence than mass closer in. So the four corners of the bridge are most important to fit. (Look up moment of inertia if you doubt this).
    The amount of surface area in contact appears to be largely irrelevant. Do a test with the corners in contact and then "full contact" or as close as you can get. If you can measure a difference, I'll be interested.

  4. The following members say thank you to Marty Jacobson for this post:


  5. #4
    Registered User sunburst's Avatar
    Join Date
    Nov 2003
    Location
    Kentucky
    Posts
    15,883

    Default Re: Bridge fit

    Well, I now have about 30 minutes of internet education on moment of inertia, and I can't see how it relates to a mandolin bridge and what it does when we play a mandolin (let alone how it relates to contact at the ends of the bridge). Marty, can you give me a hint?

  6. The following members say thank you to sunburst for this post:


  7. #5
    Registered User treidm's Avatar
    Join Date
    Mar 2004
    Location
    U.S.A.
    Posts
    86

    Default Re: Bridge fit

    I feel for you.....
    It's probably how all newbie's feel, when they ask a question and the seasoned veteran posters, use terms and explain things, sometimes in a condescending way...
    [Not that he was being condescending, he's just way smarter than me]

    It's easy for that to happen, as I've never been thought of as a genius just a regular guy. At least you got SOME education, I didn't get any of it..

    2011 Black A5 (#9) Mandolin
    1952 Gibson A-40N Mandolin
    1924 Gibson TB-1 Trapdoor Tenor Banjo
    1975 Gibson MK-35 Hybrid Braced Dreadnought Guitar
    1993 Washburn M3 SW/TS F-Style Mandolin
    2004 Martin D-16 GT Dreadnought Guitar
    2006 Martin DC-16RGTE AURA Dreadnought Guitar
    1997 Seagull S6 Dreadnought Guitar
    1970's Kay KB-52 5-String Banjo
    1960's Pirles 4-String Tenor Banjo

  8. #6

    Default Re: Bridge fit

    How does it sound? My experience has been that CA bridges have a fuller, stronger, more fundamental tone than other makes. If it's full contact, it's hard to imagine one outside "0.060 of the corner would affect tone.

  9. #7

    Default Re: Bridge fit

    The mandolin sounds great. Much better than I could have imagined it would. Very loud and on the bright side. This is more of its bugging me than any why doesn't it sound good issue. Something I can correct rather than all the binding flaws I can't. LOL
    Silverangel A
    Arches F style kit
    1913 Gibson A-1

  10. #8

    Default Re: Bridge fit

    Quote Originally Posted by sunburst View Post
    Well, I now have about 30 minutes of internet education on moment of inertia, and I can't see how it relates to a mandolin bridge and what it does when we play a mandolin (let alone how it relates to contact at the ends of the bridge). Marty, can you give me a hint?
    I guess I should have said that my assumption is that what you care about in a mandolin bridge is optimizing rigidity vs. mass.
    The mass further away from the neutral axis in a structure imparts far more stiffness per unit of mass than the same amount of mass located closer to the neutral axis.
    So if the goal is to get the best connection we can between the top and the bridge, fitting the four corners perfectly is most critical. The further towards the center you get, the less critical the fit is. I'm not saying irrelevant, just less critical.

  11. The following members say thank you to Marty Jacobson for this post:


  12. #9
    Registered User treidm's Avatar
    Join Date
    Mar 2004
    Location
    U.S.A.
    Posts
    86

    Default Re: Bridge fit

    Quote Originally Posted by Marty Jacobson View Post
    I guess I should have said that my assumption is that what you care about in a mandolin bridge is optimizing rigidity vs. mass.
    The mass further away from the neutral axis in a structure imparts far more stiffness per unit of mass than the same amount of mass located closer to the neutral axis.
    So if the goal is to get the best connection we can between the top and the bridge, fitting the four corners perfectly is most critical. The further towards the center you get, the less critical the fit is. I'm not saying irrelevant, just less critical.
    2011 Black A5 (#9) Mandolin
    1952 Gibson A-40N Mandolin
    1924 Gibson TB-1 Trapdoor Tenor Banjo
    1975 Gibson MK-35 Hybrid Braced Dreadnought Guitar
    1993 Washburn M3 SW/TS F-Style Mandolin
    2004 Martin D-16 GT Dreadnought Guitar
    2006 Martin DC-16RGTE AURA Dreadnought Guitar
    1997 Seagull S6 Dreadnought Guitar
    1970's Kay KB-52 5-String Banjo
    1960's Pirles 4-String Tenor Banjo

  13. #10
    formerly Philphool Phil Goodson's Avatar
    Join Date
    May 2006
    Location
    Statesville, NC
    Posts
    3,256

    Default Re: Bridge fit

    Quote Originally Posted by Marty Jacobson View Post
    I guess I should have said that my assumption is that what you care about in a mandolin bridge is optimizing rigidity vs. mass.
    The mass further away from the neutral axis in a structure imparts far more stiffness per unit of mass than the same amount of mass located closer to the neutral axis.
    So if the goal is to get the best connection we can between the top and the bridge, fitting the four corners perfectly is most critical. The further towards the center you get, the less critical the fit is. I'm not saying irrelevant, just less critical.
    So, if you just cut off those 4 corners that don't fit well, would you hear a difference?
    If so, should we make bridge bases even longer to take advantage of this opportunity?
    Phil

    “Sharps/Flats” “Accidentals”

  14. #11

    Default Re: Bridge fit

    Quote Originally Posted by Philphool View Post
    So, if you just cut off those 4 corners that don't fit well, would you hear a difference?
    If so, should we make bridge bases even longer to take advantage of this opportunity?
    Never mind, I just overcomplicated it as usual.

  15. #12
    Registered User
    Join Date
    Aug 2004
    Location
    Boston West
    Posts
    591

    Default Re: Bridge fit

    Is the fit of the bridge important for other than cosmetic reasons? I suppose poorly fitted bridges are a sign of bad workmanship and blamed for poor tonal performance so I am wondering if someone has investigated this in some sort of objective manner. I am aware of the rather large effects of mass such as violin mutes and hole drilling to increase or reduce bridge mass, respectively, but not of fit to the sound board.
    -Newtonamic

  16. #13
    Registered User
    Join Date
    Dec 2002
    Location
    Fairfax Co., Virginia
    Posts
    3,013

    Default Re: Bridge fit

    Two aspects to fit come to mind. First, fitting from bad to nice makes for a more solid sound. Has to be fairly bad for me to immediately look to see what's up. Second, poor fit results in dents in the top.
    Stephen Perry

  17. #14

    Default Re: Bridge fit

    Quote Originally Posted by Br1ck View Post
    The mandolin sounds great. Much better than I could have imagined it would. Very loud and on the bright side. This is more of its bugging me than any why doesn't it sound good issue. Something I can correct rather than all the binding flaws I can't. LOL
    Yes, of course it's something you can correct. However, you're looking at A LOT of tedious sanding to bring the rest of the bridge foot to the level of the one high corner. Maybe start dreaming about your next build…?

Bookmarks

Bookmarks

Posting Permissions

  • You may not post new threads
  • You may not post replies
  • You may not post attachments
  • You may not edit your posts
  •