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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Unequal\s+guy\s+tensions\s*$/: 3 ]

Total 3 documents matching your query.

1. [TowerTalk] Unequal guy tensions (score: 1)
Author: alsopb@gloryroad.net (alsopb)
Date: Tue, 24 Aug 1999 21:15:59 +0000
Guys, I saw it again. "The tension in the guys will be equal if the tower is vertical and stationary." This is absolutely true only in Kansas, Dorothy--i.e. when the guys are all anchored on level gr
/archives//html/Towertalk/1999-08/msg00417.html (8,043 bytes)

2. [TowerTalk] Unequal guy tensions (score: 1)
Author: philk5pc@tyler.net (Phil Clements)
Date: Tue, 24 Aug 1999 16:33:46 -0500
I had always wondered about that! (I was very bad at math in school) Many thanks, Brian. Does each guy exert the same downward weight regardless of its length, or do longer guys produce more? Does t
/archives//html/Towertalk/1999-08/msg00418.html (7,428 bytes)

3. [TowerTalk] Unequal guy tensions (score: 1)
Author: sawyers@inav.net (Steven H Sawyers (n0yvy))
Date: Wed, 25 Aug 1999 05:04:57 -0500
The Rohn book says 25G will handle 8,450 pounds on each leg. I am assuming this means properly guyed with the guy spacing under 30'. The 90 MPH chart for a 190 foot tower shows a base reaction of 9,8
/archives//html/Towertalk/1999-08/msg00423.html (8,358 bytes)


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