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21. Re: [TowerTalk] Rohn Torque Bar confusion (score: 1): Author: kb9cry@comcast.net; Date: Wed, 04 Aug 2004 14:40:48 +0000; Conservation of Momentum says that that torque energy has to go somewhere. I agree that the guys will resist it, and using torque bars/limiters probably helps keep the tower from twisting, initially,; /archives//html/Towertalk/2004-08/msg00090.html (9,725 bytes)
22. Re: [TowerTalk] Rohn Torque Bar confusion (score: 1): Author: "Tower (K8RI)" <tower@rogerhalstead.com>; Date: Wed, 4 Aug 2004 13:29:34 -0400; One more thing to think about and that is the type of guys used. Although EHS is very strong, it is heavy and that leads to a deep catenary. EHS may not stretch measurably unless badly over stressed; /archives//html/Towertalk/2004-08/msg00099.html (16,511 bytes)
23. RE: [TowerTalk] Rohn Torque Bar confusion (score: 1): Author: "Keith Dutson" <kjdutson@earthlink.net>; Date: Wed, 4 Aug 2004 13:58:40 -0500; up a 90 foot light weight steel tower and guying it with 1/4 inch EHS "for strength". With those 1/4 inch guys properly tensioned he is going to have _well_over_ ONE TON of weight on that little towe; /archives//html/Towertalk/2004-08/msg00105.html (9,337 bytes)
24. Re: [TowerTalk] Rohn Torque Bar confusion (score: 1): Author: "Tower (K8RI)" <tower@rogerhalstead.com>; Date: Wed, 4 Aug 2004 18:45:10 -0400; <snip - gotta look up the info for this part. I lent my new 1986? catalog I can say, without a doubt, the one ton is a small fraction of what a 25 G is rated to support. If you are willing to settle; /archives//html/Towertalk/2004-08/msg00111.html (11,214 bytes)
25. Re: [TowerTalk] Rohn Torque Bar confusion (score: 1): Author: KR9A@aol.com; Date: Sat, 7 Aug 2004 01:28:54 EDT; Some place in time, all of the tower assembly has to absorb shock. Over a 25 year period, I can see that allowing slopp in the system, allowed everthing to survive...With rigidity, the rotator was us; /archives//html/Towertalk/2004-08/msg00138.html (8,578 bytes)

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