[TowerTalk] guying question

[K7LXC at aol.com]

In a message dated 7/28/2008 2:17:59 P.M. Pacific Daylight Time,  
towertalk-request at contesting.com writes:

>  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. 
 
Cheers,
Steve    K7LXC
TOWER TECH 



 



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