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Re: [TowerTalk] Concrete anchors

To: towertalk@contesting.com
Subject: Re: [TowerTalk] Concrete anchors
From: Bud Rogers <budr@netride.net>
Date: Tue, 21 Sep 2004 16:22:28 -0500
List-post: <mailto:towertalk@contesting.com>
On Tuesday 21 September 2004 08:41, Keith Dutson wrote:
> The 80 percent figure is one component of the wind load rating of the
> tower and guy system. ?One could re-calculate the wind load rating
> resulting from a change in this component. ?I could do this but it
> would take a long time since my physics is quite rusty. ?But, the
> point is that the guy system could be beefed up to achieve the same
> wind loading with less radial distance of the anchor to the tower
> base.

I have often wondered if the opposite is true.  If space is not a 
problem, would extending the guy anchors out give a better wind rating?

-- 
Bud Rogers  <budr@netride.net>  KD5SZ  EM05vb
_______________________________________________

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Stations", and lot's more.  Call Toll Free, 1-800-333-9041 with any questions 
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