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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Poly\s+rod\,\s+Fiber\s+glass\s+rod\,\s+Fiber\s+Protrusion\s+rod\s+tension\?\s*$/: 4 ]

Total 4 documents matching your query.

1. [TowerTalk] Poly rod, Fiber glass rod, Fiber Protrusion rod tension? (score: 1): Author: CEPitts <cpitts@ec.rr.com>; Date: Sun, 13 May 2018 20:44:58 -0400; Question: For those that have used what is commonly referred to depending on discussion poly rod, fiber glass rod, Fiber protrusion rod, etc. in lieu of ehs or phillystran what is the recommended ten; /archives//html/Towertalk/2018-05/msg00110.html (9,283 bytes)
2. Re: [TowerTalk] Poly rod, Fiber glass rod, Fiber Protrusion rod tension? (score: 1): Author: Wayne Kline <w3ea@hotmail.com>; Date: Mon, 14 May 2018 02:25:47 +0000; Ed, I had a 150 ft. or R65 with guy levels of 45/95/140 using Poly Rod guys with 1 by 7 5/16 tail end to the I beam raised guy anchors. With a pre load of 10% of the tinsel strength and pre loaded to; /archives//html/Towertalk/2018-05/msg00112.html (10,366 bytes)
3. [TowerTalk] Poly rod, Fiber glass rod, Fiber Protrusion rod tension? (score: 1): Author: "john@kk9a.com" <john@kk9a.com>; Date: Tue, 15 May 2018 12:20:11 -0400; What is the breaking strength of the rod? 5/16 EHS is 11200 pounds and typically you tension it at 10% of breaking strength. I am not sure what diameter Polyrod is. If it is large, measuring its tens; /archives//html/Towertalk/2018-05/msg00129.html (9,683 bytes)
4. Re: [TowerTalk] Poly rod, Fiber glass rod, Fiber Protrusion rod tension? (score: 1): Author: Grant Saviers <grants2@pacbell.net>; Date: Tue, 15 May 2018 11:54:22 -0700; I think the idea in different tensions vs height is to generate the same horizontal restraining force since that changes with the cosine of the guy angle with the ground. i.e a horizontal guy (zero d; /archives//html/Towertalk/2018-05/msg00130.html (12,652 bytes)

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