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Re: [TowerTalk] Complex Guying Question

To: Dick Green WC1M <wc1m73@gmail.com>
Subject: Re: [TowerTalk] Complex Guying Question
From: W2RU - Bud Hippisley <W2RU@frontiernet.net>
Date: Mon, 9 May 2011 21:00:38 -0400
List-post: <towertalk@contesting.com">mailto:towertalk@contesting.com>
On May 9, 2011, at 8:01 PM, Dick Green WC1M wrote:

> I would guess that it doesn't matter as long as the tension on all
> three guys at a give level is the same.


I think I would modify that sentence slightly to say, "...as long as the 
horizontal component of the tension on all three guys at a given level is the 
same."

If the guys come off the tower at different angles with respect to the tower 
axis (because of sloping ground, inability to go out the same exact radius from 
the tower base for each guy anchor due to limited yard space, etc.), the total 
tension will be different in each guy when equilibrium (equal and opposing 
horizontal forces) has been established at each guy station.  Unless you have 
equal and opposing horizontal forces on the guy station, you will have 
undesired side loading of the tower at that point.  

Yes, unequal guy tensions result in unequal vertical down-pull on the tower, 
but the legs of a lattice tower are better able to resist vertical compressive 
force differentials than side loading.  Further, a guy bracket will tend to 
distribute the unequal loading to all three legs, so it will be "less unequal" 
than it would appear at first glance.

Bud, W2RU


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