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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Loose\s+tension\s+gauge\s+query\.\s*$/: 4 ]

Total 4 documents matching your query.

1. [TowerTalk] Loose tension gauge query. (score: 1): Author: alsopb@gloryroad.net (alsopb); Date: Tue, 13 Mar 2001 13:54:41 +0000; Guys, I recently replaced the EHS guys on one tower with phylistrand. The bottom 6-8' are still 3/16 EHS. I used the Loos tension gauge on these EHS sections to tension the guys. My perception is tha; /archives//html/Towertalk/2001-03/msg00248.html (7,830 bytes)
2. [TowerTalk] Loose tension gauge query. (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Tue, 13 Mar 2001 11:19:17 EST; No - that's the way you do it. Everything inline from the tower to the anchor will have the same tension. I covered this in a past "Up The Tower" column in CQ Contest magazine. Your "perception" abou; /archives//html/Towertalk/2001-03/msg00252.html (9,134 bytes)
3. [TowerTalk] Loose tension gauge query. (score: 1): Author: n4zr@contesting.com (Pete Smith); Date: Tue, 13 Mar 2001 12:10:09 -0500; the I've asked this related question before, and maybe it falls under the heading of "no matter nohow," but I think it's generally understood that the pretensioning of guy wires is intended to take t; /archives//html/Towertalk/2001-03/msg00255.html (9,331 bytes)
4. [TowerTalk] Loose tension gauge query. (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Tue, 13 Mar 2001 16:40:05 EST; "Pre-tensioning" isn't a concept covered by the TIA-222-F, "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures" which is the tower design bible. They do define "initial g; /archives//html/Towertalk/2001-03/msg00265.html (10,077 bytes)

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