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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Guying\s+a\s+self\-supporting\s+tower\s+\-\s+Yes\s*$/: 30 ]

Total 30 documents matching your query.

21. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: "Paul Playford" <paul@w8aef.com>
Date: Sun, 10 Apr 2005 20:50:52 -0000
This thread contains a lot of speculation and very little substance. I have always guyed towers - self supporting or not, and have never lost one. Has anyone ever lost a self supporting tower because
/archives//html/Towertalk/2005-04/msg00331.html (10,463 bytes)

22. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: "Jim Lux" <jimlux@earthlink.net>
Date: Sun, 10 Apr 2005 14:11:41 -0700
without I think the other wrench in the works is whether it's really a strength of materials question or a slender column buckling question. If you're talking about free standing Rohn 25 vs guyed Roh
/archives//html/Towertalk/2005-04/msg00333.html (14,269 bytes)

23. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: "Al Williams" <alwilliams@olywa.net>
Date: Sun, 10 Apr 2005 14:28:41 -0700
-- Original Message -->> > just use the example of a very weak tube, like a cardboard paper towel If your going to build your tower out of cardboard, don't guy it? k7puc _____________________________
/archives//html/Towertalk/2005-04/msg00334.html (10,525 bytes)

24. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: "Jim Lux" <jimlux@earthlink.net>
Date: Sun, 10 Apr 2005 14:54:32 -0700
of Precisely... Or, if you're going to guy your self supported tower made from aluminum or fiberglass extrusions, both of which are fairly strong, but quite flexible. ________________________________
/archives//html/Towertalk/2005-04/msg00335.html (10,981 bytes)

25. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: "Tom Rauch" <w8ji@contesting.com>
Date: Sun, 10 Apr 2005 21:23:18 -0400
generally exists a increase in My guess "Yes". I'd guess the same. Unless you do something really stupid like use 1/2 inch EHS on a light self support and crank the tension way up. would be maximum
/archives//html/Towertalk/2005-04/msg00340.html (12,168 bytes)

26. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: Doug Renwick <ve5ra@sasktel.net>
Date: Sun, 10 Apr 2005 22:29:39 -0600
At one time I had the 4L 40m KLM at 132 feet on a Delhi guyed tower. At another time I had a wind come through here that broke the boom of the KLM but did no damage to the Delhi tower. That's a 42 fo
/archives//html/Towertalk/2005-04/msg00345.html (7,865 bytes)

27. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: Doug Renwick <ve5ra@sasktel.net>
Date: Mon, 11 Apr 2005 08:59:20 -0600
Is a single qualified mechanical engineer equal to God? Did this engineer achieve 100% on every one of his/her exams from a respected college? Can a lot of faith be placed in a single engineer's calc
/archives//html/Towertalk/2005-04/msg00365.html (8,030 bytes)

28. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: Jim Lux <jimlux@earthlink.net>
Date: Mon, 11 Apr 2005 09:46:18 -0700
This goes more to the word "qualified"... 1) acts of god and natural disasters are more in the nature of statistical outliers. Engineering generally designs for the main chance, and ensures that if i
/archives//html/Towertalk/2005-04/msg00372.html (10,627 bytes)

29. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: Doug Renwick <ve5ra@sasktel.net>
Date: Mon, 11 Apr 2005 11:55:04 -0600
Well said Steve. It has been reassuring to see a number of individuals, including yourself, privately and on this reflector, challenge this myth that sensible guying of a three legged self supporting
/archives//html/Towertalk/2005-04/msg00376.html (9,907 bytes)

30. Re: [TowerTalk] Guying a self-supporting tower - Yes (score: 1)
Author: Jim Lux <jimlux@earthlink.net>
Date: Mon, 11 Apr 2005 11:38:59 -0700
So, with respect to your sensible guying scheme.. Are you loading the tower with more load than the mfr recommended for the freestanding case? What kind of tower, what guying strategy? ______________
/archives//html/Towertalk/2005-04/msg00378.html (8,999 bytes)


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