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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+looking\s+for\s+rohn\s+J\s+bolts\s*$/: 3 ]

Total 3 documents matching your query.

1. Re: [TowerTalk] looking for rohn J bolts (score: 1): Author: K7LXC@aol.com; Date: Tue, 22 Feb 2005 12:36:46 EST; Hi, John -- Good engineering points. I am going by the advice of PE Hank, KR7X, who advised me of that. He pointed out that the typical allthread is the same material as the US Towers J-bolts. I'm 99; /archives//html/Towertalk/2005-02/msg00520.html (7,621 bytes)
2. Re: [TowerTalk] looking for rohn J bolts (score: 1): Author: W0UN -- John Brosnahan <shr@swtexas.net>; Date: Tue, 22 Feb 2005 11:58:45 -0600; Steve-- Can't speak for any other tower company. Almost all of my experience is with Rohn stuff. And I have a 140 ft SSV that I hope to get up now that I have moved to TX. But the All-thread I have s; /archives//html/Towertalk/2005-02/msg00522.html (10,432 bytes)
3. Re: [TowerTalk] looking for rohn J bolts (score: 1): Author: kr7x@comcast.net; Date: Tue, 22 Feb 2005 21:15:18 +0000; Since I was included by reference, here is my input. Steves' comment was for another installation where after using the appropriate stress allowable; I caclulated the load capacity of some A307(or A3; /archives//html/Towertalk/2005-02/msg00530.html (12,959 bytes)

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