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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Tower\s+ACCIDENT\,\s+engineering\s*$/: 9 ]

Total 9 documents matching your query.

1. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: "Daron J. Wilson" <daron@wilson.org>
Date: Wed, 27 Jun 2007 08:21:56 -0700
OK, I read them again, and I got this: "The base should be a standard base plate but with one hole at each corner and secured to the concrete with 3/4" J bolts." Is there more than one standard base
/archives//html/Towertalk/2007-06/msg00800.html (10,257 bytes)

2. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: Alan NV8A <nv8a@att.net>
Date: Wed, 27 Jun 2007 11:37:52 -0400
I have a comprehensive Rohn catalog in PDF format that I found on the 'Net somewhere. (Google might turn it up.) It definitely specifies two brackets -- and does not allow for much length above the u
/archives//html/Towertalk/2007-06/msg00804.html (9,076 bytes)

3. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: "jeremy-ca" <km1h@jeremy.mv.com>
Date: Wed, 27 Jun 2007 13:10:02 -0400
If you are more concerned about potential liabilities then I suggest that YOU hire a lawyer and a PE to examine all documents and be present at your installations. In the meanwhile those of us that c
/archives//html/Towertalk/2007-06/msg00808.html (13,196 bytes)

4. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: "Daron J. Wilson" <daron@wilson.org>
Date: Wed, 27 Jun 2007 13:51:25 -0700
I'm concerned about folks getting misinformation, inaccurate information and dangerous installation tips. Common sense is wonderful when appropriate, but dangerous when incorrect. Sorry, I just don'
/archives//html/Towertalk/2007-06/msg00817.html (15,028 bytes)

5. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: Jim Lux <jimlux@earthlink.net>
Date: Wed, 27 Jun 2007 17:03:54 -0700
Indeed. There's a classic exercise in a structures class where you analyze adding a welded gusset to a "T" joint (where one member joins another member at right angles, in the middle)(think of a ladd
/archives//html/Towertalk/2007-06/msg00824.html (11,862 bytes)

6. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: "Rick Karlquist" <richard@karlquist.com>
Date: Wed, 27 Jun 2007 17:51:07 -0700 (PDT)
35 years ago I lived in Seattle and was a member of the Western Washington DX club. It seemed everyone in the club used R25 and many installations were over the top in terms of loading of the R25. Se
/archives//html/Towertalk/2007-06/msg00827.html (11,656 bytes)

7. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: Doug Renwick <ve5ra@sasktel.net>
Date: Thu, 28 Jun 2007 13:05:15 -0600
Rick, Give me more details about how the tower was lifted and how it was carried to the new site. Doug 35 years ago I lived in Seattle and was a member of the Western Washington DX club. It seemed ev
/archives//html/Towertalk/2007-06/msg00847.html (10,740 bytes)

8. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: "Rick Karlquist" <richard@karlquist.com>
Date: Thu, 28 Jun 2007 12:33:31 -0700 (PDT)
This was 35 years ago, so I don't remember every detail, but what I basically remember is that they put long timbers under the rungs of the tower and had a bunch of hams lifting on the ends of the ti
/archives//html/Towertalk/2007-06/msg00848.html (12,186 bytes)

9. Re: [TowerTalk] Tower ACCIDENT, engineering (score: 1)
Author: Doug Renwick <ve5ra@sasktel.net>
Date: Thu, 28 Jun 2007 21:50:20 -0600
Rick, Yes I remember Bill, PHO. He probably gave me a few new countries. A belated congratulations on a job well done in moving the tower. It sounds like it could have been a military manoeuvre. Doug
/archives//html/Towertalk/2007-06/msg00875.html (11,119 bytes)


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