Quote:
Originally Posted by Rodger Knox
In either case, the string tension beyond the saddle contribute to the internal stresses of a rigid bridge/top/plate structure, and not to the torque on that structure.
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Quote:
Originally Posted by runamuck
In 2D, isn't there a fulcrum at each change of angle?
There is at least 1 change as the string exits the bridge and then another at the saddle.
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Where the string exits the top of the bridge up to the saddle is part of the bridge, that is, a rigid bridge/top/plate structure.