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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+HBX\s+56\s+section\s+6\s+7\s+and\s+8\s*$/: 2 ]

Total 2 documents matching your query.

1. [TowerTalk] HBX 56 section 6 7 and 8 (score: 1)
Author: Ed Stallman <n5blz@ev1.net>
Date: Sun, 12 Mar 2006 15:58:35 +0000
I have a rohn HBX 56 and I'm only going to use the bottom 3 sections...( 24 feet.) Section 8 is 30 inches, section 6 is 24 inches. I am wondering about what kind of wind load this will handle? I'm no
/archives//html/Towertalk/2006-03/msg00209.html (7,307 bytes)

2. Re: [TowerTalk] HBX 56 section 6 7 and 8 (score: 1)
Author: "Don Moman" <ve6jy@3web.com>
Date: Sun, 12 Mar 2006 16:17:02 -0000
I wouldn't use the Rohn. I'd be concerned about the twist and then it folding over after the rivets have been sheared off from the twist. You can't have it tied down 100% of the time. You have a big
/archives//html/Towertalk/2006-03/msg00210.html (8,472 bytes)


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