To: | <towertalk@contesting.com> |
---|---|
Subject: | [TowerTalk] Tensioning Rohn 45G guys |
From: | k1ir@designet.com (Jim Idelson) |
Date: | Wed Jul 9 07:07:25 2003 |
The 85 foot 45G tower is up. We used 1/4" guys at three levels. Rohn calls for 660# tension on upper 1/4" guys, and 400# tension on 3/16" lower guys - 10% of breaking strength. I know many of you have used 1/4" guys for all levels. What's the best choice of tension for the lower guys, noting that there may be additional compression forces on the tower? 73, Jim Idelson K1IR email k1ir@designet.com web http://www.designet.com/k1ir |
<Prev in Thread] | Current Thread | [Next in Thread> |
---|---|---|
|
Previous by Date: | [TowerTalk] Easy Way Tower, David |
---|---|
Next by Date: | [TowerTalk] And YET ANOTHER Nebraska tower is down, mcduffie@actcom.net |
Previous by Thread: | [TowerTalk] Easy Way Tower, David |
Next by Thread: | [TowerTalk] Re: Tensioning Rohn 45G guys, Bud Hippisley, K2KIR |
Indexes: | [Date] [Thread] [Top] [All Lists] |