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1. [Towertalk] Tower considerations when using side arms (score: 1): Author: k5uj@hotmail.com (Rob Atkinson, K5UJ); Date: Wed, 03 Jul 2002 13:05:52 +0000; The CQ article I mentioned yesterday is "Tower Considerations When Using Side Arms" by Dick Weber, PE, K5IU in the July issue on p. 11. The blurb says "...this is about a potentially fatal flaw in so; /archives//html/Towertalk/2002-07/msg00095.html (7,426 bytes)
2. [Towertalk] Tower considerations when using side arms (score: 1): Author: w7ni@easystreet.com (Stan & Patricia Griffiths); Date: Tue, 9 Jul 2002 14:40:10 -0700; Stan w7ni@easystreet.com http://www.mscomputer.com additional 5 percent off; /archives//html/Towertalk/2002-07/msg00254.html (8,984 bytes)
3. [Towertalk] Tower considerations when using side arms (score: 1): Author: norsan@bright.net (Norman Hockler); Date: Wed, 10 Jul 2002 00:02:59 -0400; The CQ article documents tower failure as a result of side arm forces. VERY interesting article by a professional who does this for a living. Norm N8NH; /archives//html/Towertalk/2002-07/msg00257.html (10,162 bytes)
4. [Towertalk] Tower considerations when using side arms (score: 1): Author: w7ni@easystreet.com (Stan & Patricia Griffiths); Date: Fri, 12 Jul 2002 23:21:56 -0700; I have since seen the CQ article about this subject and think K7PN has done a great job of transferring the extra tower twisting stresses caused by the sidemount to a set of guys by incorporating a R; /archives//html/Towertalk/2002-07/msg00363.html (8,931 bytes)

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