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1. [TowerTalk] Unequal guy tension (score: 1): Author: alsopb@gloryroad.net (alsopb); Date: Wed, 25 Aug 1999 17:13:24 +0000; Steven, Lets look at the 190' tower you quote. A 190 footer has a guy load of about 4000 pounds in no wind. Using the 9800 pounds you quote from Rohn the wind/no wind is 2.45 Now follow the usual thi; /archives//html/Towertalk/1999-08/msg00425.html (9,779 bytes)
2. [TowerTalk] Unequal guy tension (score: 1): Author: sawyers@inav.net (Steven H Sawyers (n0yvy)); Date: Wed, 25 Aug 1999 23:30:33 -0500; My standard guying for Rohn 25 under 100' towers is 1/4" EHS. I even suggest a spread mount and 6 guys for anti-torque at the top. Increasing the guying does wonders for increasing the allowable ante; /archives//html/Towertalk/1999-08/msg00431.html (12,821 bytes)

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