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How much pressure is on a Truss rod? As I am building my bass and turned the truss rod slightly.. it is moving but I can't tell how much pressure is involved. It feels as if there is a LOT of pressure couldn't the fret board pop off? Here's how I think of it, when a truss rod is turned it flexes either up or down and then you leave it that way.. would over time the rod push the fret board off? Obviously I have NO experience with this.. and was just wondering what is happening under the fret board.. |
Any glue joint, provided it's made with an adequate amount of the proper adhesive, is stronger than the wood surrounding it. So if anything is going to "pop", it will likely be due to structurally compromised material. |
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As an aside, you shouldn't use the rod to move the neck. Move the neck using clamps or whatnot, then snug the rod, then release the pressure on the neck. |
I have honestly never seen the use of clamps advocated in adjusting a neck unless it was either a non adjustable neck or I may have seen it referenced in response to extreme bow or back bow. Why would you not adjust a neck using the truss rod? |
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^ early ric 4001's were this way, but not sure of any others. Good Luck! |
My point is that the truss rod should be used to hold the neck in a certain position, not to move the neck to that position. It takes much more force for the latter than the former. |
How much pressure on a truss rod? That depends on a LOT of variables, and there is no one way to respond. Stiffness, thickness of the neck, strings, ect. all determine that. I have one bass w/HEAVY stiff flats I had to REALLY CRANK on the TR to get a fairly low action (no problems whatsoever). I also have a custom 4 string w/a beefy neck, running medium rounds, and the truss rod is so loose it basically is doing nothing. Sorry, I can't help w/your question. If you built it right, I dont't see a problem. If you didn't......don't know what to say, other than try and get action where you want it, and pray. |
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I really don't see any advantage to using clamps to do work that the truss rod was designed to do. |
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You're right, Geoff - poor explanation on my part. Yes, my argument is really about putting unnecessary stress on the threads. |
... also, it's a question of tensile strength versus torsional shear strength. A truss rod is designed to be in tension, as you said, to counteract the string tension. It may function perfectly when at rest to counteract the string tension which is realistically about as much as the combined string tensions, but it may have a lower strength when twisted. With 125lb-200lb+ force being provided by the strings parallel to the neck, the truss rod can counteract this... but if there's some thread binding and the whole system is put in motion... the process of adjustment considering thread binding could start to twist the rod, and perhaps it could fail due to exceeding the truss rod's ultimate torsional shear strength. Again, just my two cents based somewhat on a Bachelor's in Mechanical Engineering and a paper a few years ago about truss rod safety factors, haha. |
Got a link to that paper christopherogut? A few engineers on here that would undoubtedly like to look it over. I always move the neck by hand and then tighten the rod to hold the position. Just the way I was taught in order to reduce stress on the threads when adjusting and sustain the life of the rod. I know the material of the neck is not "force neutral" but it feels like the strings cause forward bow, and we correct that with the truss rod. Stiffening the neck with a solid rod (or more than one) can also correct any potential forward bow, but it also leaves you with a neck that cannot be adjusted for relief. We know that the strings come up to around 150-200lbs of force (I know you physicists will be reeling with my poor jargon :D ), but the single rod is more than enough to compensate. Regarding a rod coming through the board or the back, it does happen from time to time, but all other build factors considered, it's rarer than a stripped nut or broken trussrod... |
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