In a message dated 7/28/2008 2:17:59 P.M. Pacific Daylight Time,
> Some tower twist is good, you don't necessarily want it totally rigid.
During big wind gusts, it reduces shock loads on the rotator gear train, and
tendency for boom-to-mast clamp to slip on the mast.
Huh? Give us some real info. How much twist? To what standard? What sort
of guy tension? What sort of engineer are you?
The aforementioned statement is so vague that it has no value.
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