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1. [TowerTalk] RE: CW puzzle... From circa 1950 (score: 1): Author: W5LT@attbi.com (W5LT); Date: Sat May 31 23:44:41 2003; I do not know the answer to the puzzle, but the incident was the subject of a Nova broadcast a few months ago. The theory put forth for the crash was that the crew was not 'lost' but were in clouds a; /archives//html/Towertalk/2003-05/msg00436.html (32,153 bytes)
2. [TowerTalk] RE: Pirod Towers (score: 1): Author: W5LT@attbi.com (W5LT); Date: Sun Mar 9 12:30:19 2003; I do not have personal experience with the Pirod tower line; however, I have purchased and used their anchor bolts. I was very impressed with the professional grade and affordable nature of their off; /archives//html/Towertalk/2003-03/msg00128.html (12,927 bytes)
3. [TowerTalk] RE: Heights (score: 1): Author: W5LT@attbi.com (W5LT); Date: Fri Mar 28 12:41:46 2003; Tom: Mine creaks (and pops) too, and it is the new design with sleeved joints. If yours is this design (post 1995), tightening the bolts will not help because there is minimum gripping pressure at th; /archives//html/Towertalk/2003-03/msg00387.html (16,223 bytes)
4. [TowerTalk] RE: Nuts & Bolts (score: 1): Author: W5LT@attbi.com (W5LT); Date: Wed Feb 5 19:36:58 2003; I agrre with everything Mark K3FY said about bolted connections with one exception: The type of stainless bolt depends on the tower size/manuafacturer. The more recent Heights designs use a higher st; /archives//html/Towertalk/2003-02/msg00092.html (32,101 bytes)
5. [Towertalk] RE: Aluminum Tower (score: 1): Author: W5LT@attbi.com (W5LT); Date: Wed, 11 Dec 2002 12:44:55 -0600; Hi All: I concur the 8 ft versions are Heights Tower Systems. There are two versions of the sections: those made before ~1995, and those made after. The earlier versions are nearly identical to the U; /archives//html/Towertalk/2002-12/msg00346.html (31,721 bytes)

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