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1. [TowerTalk] HBX tower rotational loading (score: 1): Author: "Jim Jarvis" <jimjarvis@comcast.net>; Date: Wed, 13 Apr 2005 13:28:19 -0400; I've been reluctant to continue this guying thread... but this really is slightly different...it's hbx/hbdx related: Yes Dave, *I* was one of those idiots who attempted using an HDBX48 tower to hold; /archives//html/Towertalk/2005-04/msg00428.html (8,740 bytes)
2. Re: [TowerTalk] HBX tower rotational loading (score: 1): Author: jamesnf@aol.com; Date: Wed, 13 Apr 2005 13:53:23 -0400; Guess I was lucky..........Had a HDBX48SAB (screw anchor base - no concrete) holding up a Hygain 204BA for a number of years with no issues. It was a neat tower. Because the sections nested, I was ab; /archives//html/Towertalk/2005-04/msg00429.html (9,622 bytes)
3. Re: [TowerTalk] HBX tower rotational loading (score: 1): Author: "Roger K8RI on Tower" <k8ri-tower@charter.net>; Date: Wed, 13 Apr 2005 15:06:39 -0400; Something to remember about the BX through the HDBX series. They are made from fat stamped steel and like aircraft structures derive their strength from the shape of the stamped material. Anything t; /archives//html/Towertalk/2005-04/msg00435.html (10,362 bytes)

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