Re: A thought experiment
Posted: Thu Oct 16, 2014 8:02 pm
So as a thought experiment, I will assume CF rods keep the bock from rotating holding the neck.
Let remove all of the braces and think about what will happen under load. I contend that the front of the bridge will dive and the back of the bridge will rise. It will roll in effect. So we need to brace the top so that the bridge will rotate no more than 2 degrees or so, at least starting out.
Now your two almost vertical upper braces come to a point in the center of the bridge. With regards to preventing the bridge from rolling we can think about those two braces as 1 brace down the center line. At that angle each brace provides maybe .7 of the vertical strength of the braces so those 2 braces for the purposes of supporting the bridge are equivalent of a single brace down the center maybe about 20% taller.
Assuming that you have you can fully couple the load to the bridge plate, combining with the lower vertical brace which is coupled to the bridge and bridge plate you can have braces strong enough to prevent the roll if the load was even side to side. But given bass strings are on one side and treble strings on the other your bridge is going to want to roll on a diagonal because the upper braces support only goes to the center of the bridge.
If you follow a Kasha design, besides creating a space for each of the frequency ranges it makes sure the braces are structurally balanced vs the string loads. The idea was using engineering to just balance the forces.
When doing an X-Brace guitar one makes sure that the X braces cross the outside ends of the bridge to provide both vertical and lateral support. Moving a x-brace design from 12 fret to 14 fret care is taken to maintain the bridge to X-brace relationship. I just modified a 12 fret ukulele design to a 14 fret ukulele moving the bridge up. It is a fan based design so besides moving the sound hole up a bit, I moved the outside fan braces out to keep them on the edges of the bridge.
Let remove all of the braces and think about what will happen under load. I contend that the front of the bridge will dive and the back of the bridge will rise. It will roll in effect. So we need to brace the top so that the bridge will rotate no more than 2 degrees or so, at least starting out.
Now your two almost vertical upper braces come to a point in the center of the bridge. With regards to preventing the bridge from rolling we can think about those two braces as 1 brace down the center line. At that angle each brace provides maybe .7 of the vertical strength of the braces so those 2 braces for the purposes of supporting the bridge are equivalent of a single brace down the center maybe about 20% taller.
Assuming that you have you can fully couple the load to the bridge plate, combining with the lower vertical brace which is coupled to the bridge and bridge plate you can have braces strong enough to prevent the roll if the load was even side to side. But given bass strings are on one side and treble strings on the other your bridge is going to want to roll on a diagonal because the upper braces support only goes to the center of the bridge.
If you follow a Kasha design, besides creating a space for each of the frequency ranges it makes sure the braces are structurally balanced vs the string loads. The idea was using engineering to just balance the forces.
When doing an X-Brace guitar one makes sure that the X braces cross the outside ends of the bridge to provide both vertical and lateral support. Moving a x-brace design from 12 fret to 14 fret care is taken to maintain the bridge to X-brace relationship. I just modified a 12 fret ukulele design to a 14 fret ukulele moving the bridge up. It is a fan based design so besides moving the sound hole up a bit, I moved the outside fan braces out to keep them on the edges of the bridge.