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Re: [TowerTalk] Tower guy line Anchor Positions

To: towertalk@contesting.com
Subject: Re: [TowerTalk] Tower guy line Anchor Positions
From: Grant Saviers <grants2@pacbell.net>
Date: Sat, 23 Jan 2021 09:54:04 -0800
List-post: <mailto:towertalk@contesting.com>
I agree with Scott. Not an expert, but likely took the same statics course.

The total tension in each guy varies according to its angle with the tower in order to make the horizontal tensions the same. If they (horizontal) are then a tower should be plumb or something else is happening.

A limiting factor in decreasing the angle is to not exceed the total vertical load rating = dead loads plus vertical tension component of all guys plus wind load converted to vertical by the guys (approximately speaking since the real stress calcs are more involved).

Another choice to avoid a driveway or to mow under is a elevated post tie off for the guy that achieves the same angle with the tower for all guys. It does need to be buried plus dead weight or back guyed to resist the overturning moment. Plus strong enough. More than statics 101 needed.

Grant KZ1W


On 1/23/2021 09:14, K9MA wrote:
Keep in mind that, unless the tower is very stiff, the horizontal component of the tension in all the guy wires will be equal. That means that if the anchor points are not equidistant from the tower, the total tension in the guy wires will not be equal. The greatest tension with be in the guy wire anchored closest to the tower. That suggests that the tension in that guy wire should be the usual 10 percent or so of breaking strength, and let the others fall where they may, as long as the tower is plumb.

This is all from Statics 101 many years ago and simple trigonometry. The real tower experts on this list may disagree, and I'd defer to them.

73,
Scott K9MA

On 1/23/2021 8:34 AM, R. David Eagle via TowerTalk wrote:
Hello,
I am considering putting up my Glen Martin Tower with Hazer that I purchased from an estate a couple years ago and after careful measurements and drawing everything out, I have noticed that I may have to extend an anchor point out a little to clear a parking area. Now, this is only a 40' tower....So how critical is it that ALL anchors be distanced from the base equally?  OR just maintain tensions?  Good ol physics.
Any help would be appreciated...
Thanks,
DaveKB8NNU
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