A couple of things to think about:
It doesn't appear that this truss rod failed because it was defective or had a quality control problem. We've sometimes seen cheap truss rods fail where bad welds have broken. Nothing like that here. This rod broke with a straight torsional shear-off of the rod at its weakest point, right in the threads. That's its weakest link by inherent design.
The truss rod broke because the torque applied to the nut exceeded the torsional strength of the round steel rod.
All of the other brand truss rods of similar design that are being discussed here have the same weakest link spot: a 3/16" round steel rod with threads. And, they all have the same basic working geometry of the center spacing between rods, depth of slot, etc. By their design, they are going to apply the same amount of bending force to the neck for the same amount of torque applied to the nut.
So, why would any of those other rods be any stronger than this one was? Their 3/16" rods will all shear off at about the same amount of torque and load. A higher quality rod assembly with longer steel blocks, better welds, brazed joints, etc., doesn't increase the net strength. The 3/16" rod will still be the weakest link, the point that will break when that torque/load level is reached.
And, if you replace the truss rod in this neck with one of similar design, why wouldn't it break at the same torque/load level? Even if it's higher quality in design and construction?
To all of you who are arguing that this is why we should build our necks so that the truss rods can be easily replaced: If the original truss rod broke because it couldn't handle the load of flattening out the neck, what's going to happen when you pop in a replacement? It will break, like the original, at the same level of load, without flattening the neck.
That brings us back to the overall question of why did this truss rod get broken? We've heard from the owner, and it sounds like he didn't do anything malicious or crazy. He was trying to flatten out the neck by adjusting the truss rod, using the technique that he thought was correct. He didn't really do anything wrong. He just didn't have enough experience to recognize that the torque he was applying was approaching the breaking point of the rod.
The core of the problem here isn't that the truss rod broke, but that the neck failed by going out of range. The truss rod, by its inherent design, can only apply a limited amount of force. The neck curved far enough, and was stiff enough, that the force needed to pull it into spec was greater than the truss rod could apply. When he tried, it broke. But it's not the truss rod's fault. The neck caused the problem.
If a truss rod gets broken in a neck, that means that the whole neck has to be repaired, not just by replacing the truss rod. The neck needs to be brought into condition where it is close to the ideal shape, without help from the truss rod. Then the new truss rod can do its job; a small amount of adjustment to dial it in to the prefect setup. Fixing the neck may mean heat treatment to bend it straight, or resurfacing the fingerboard, replacing the fingerboard, whatever it takes.
When Kevin replaces the truss rod in this neck, he's also going to have to do something to correct the overall problem. Or, the new truss rod will just break too.
Okay, so how do you build new necks so that they don't ever end up with broken truss rods? You have to:
- Use good construction technique so that the neck doesn't warp over time, or move very much with the weather. Drying the wood properly, aligning the grain and rings, sealing it up, all that stuff.
- Don't build the neck too stiff. The stiffer you make the neck, the narrower the range in which the truss rod is able to help adjust it. If you must build the neck really stiff, then pre-shape the frets/fingerboard to the ideal shape and relief curve, to minimize the amount of work the truss rod has to do.
- Make the truss rod stronger in design. Improve the geometry to increase the leverage ratio, so that it can apply more bending force to the neck without exceeding the torque limit of the rod. Or, increase the diameter of the threaded rod. Give the truss rod enough power that it can correct a reasonable amount of neck movement.
I do all of those things in my necks. In 25 years of building, I haven't yet had any of my necks come back with a broken truss rod. But I've sure seen and repaired a lot of broken truss rods in necks built by others.