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Old 12-24-2017, 05:13 PM
Rodger Knox Rodger Knox is offline
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Quote:
Originally Posted by Rodger Knox View Post
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.
Quote:
Originally Posted by runamuck View Post
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.
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.
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