- 1. [TowerTalk] Full-Sized 80M Vertical Element Design? (score: 1)
- Author: dbowker@shire.sjv.net (Dave Bowker)
- Date: Sun, 14 Jun 1998 06:34:25 -0400
- Does anyone on the reflector have a "tried and proven" mechanical/structural design for a full-sized, SELF-SUPPORTING 80M vertical element? 73, Dave, K1FK Fort Kent, ME -- FAQ on WWW: http://www.cont
- /archives//html/Towertalk/1998-06/msg00478.html (7,351 bytes)
- 2. [TowerTalk] Full-Sized 80M Vertical Element Design? (score: 1)
- Author: K7LXC@aol.com (K7LXC@aol.com)
- Date: Sun, 14 Jun 1998 09:23:13 EDT
- Sure -- it's called a 'tower'. The Trylon Titan is only good to 96 feet so you'll need the Rohn SSV/RTP or equivalent - a danged expensive proposition. Cheers, Steve K7LXC -- FAQ on WWW: http://www.c
- /archives//html/Towertalk/1998-06/msg00480.html (7,512 bytes)
- 3. [TowerTalk] Full-Sized 80M Vertical Element Design? (score: 1)
- Author: marko@robo.fe.uni-lj.si (Marko Munih)
- Date: Mon, 15 Jun 1998 08:53:21 -0700
- S58A, Boris and S58AB, Hari have 4 square for 160/80m with self supporting vertical elements. Boris is at Boris.Germadnik@guest.arnes.si. Regards, Marko, s50k -- FAQ on WWW: http://www.contesting.com
- /archives//html/Towertalk/1998-06/msg00523.html (7,622 bytes)
- 4. [TowerTalk] Full-Sized 80M Vertical Element Design? (score: 1)
- Author: n2dvq@cyburban.com (Bob Wilson)
- Date: Fri, 19 Jun 1998 00:40:47 -0400
- No guys, and has survived since october 97. Bends in the breeze a little but the whip at the top has almost no wind load. Materials: 6061-T6 24' long 3" dia .125 wall 6061-T6 24' long 2.5 dia .125 wa
- /archives//html/Towertalk/1998-06/msg00665.html (9,957 bytes)
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