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21. [Towertalk] Raised Guy Stays (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Wed, 26 Jun 2002 14:24:29 +0000; Chris: Yes you can back guy the guy post. This is getting more complicated though and additional work. If designed properly the cantilever elevated guy post will be adequate. Actually the 60/40 ratio; /archives//html/Towertalk/2002-06/msg00416.html (12,718 bytes)
22. [Towertalk] Raised Guy Stays (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Wed, 26 Jun 2002 15:50:17 +0000; John: The key point in your post is that you had a P.E. review it. That individual has experience with the soil type and values in your area and could make an engineering estimate of the soil capacit; /archives//html/Towertalk/2002-06/msg00422.html (9,857 bytes)
23. [Towertalk] 'Toes' of a tower concrete base (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Fri, 28 Jun 2002 14:24:55 +0000; Gary: IF you make the foundation straight sided at the plan base dimension (largest size at bottom) you should have no problems as far as your installation is concerned. I also wondered why they call; /archives//html/Towertalk/2002-06/msg00457.html (10,710 bytes)
24. [Towertalk] (no subject) (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Fri, 28 Jun 2002 14:56:57 +0000; Mike: I free recommendation is to burn off the leg stubs. Have a new base plate fabricated from 1/2" steel plate sized to match the dimensions of Rohns pier pin plate. Find a 1 foot top section of yo; /archives//html/Towertalk/2002-06/msg00459.html (7,713 bytes)
25. [TowerTalk] Universial Freestanding Tower (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Thu, 14 Feb 2002 22:19:15 +0000; Talkians: Sometimes I just can't believe the amout of misinformation and absolutes that get pawned off as verifiable truth on this website. Ordinarily it does no harm or potential harm. However this; /archives//html/Towertalk/2002-02/msg00490.html (13,835 bytes)
26. [TowerTalk] Seattle Aluminum Suppliers (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Wed, 02 Jan 2002 21:06:34 +0000; Mark: Sorry I didn't notice this request. Try Pacific Metal They have 6061-T6 round seameless drawn tube in 0.058" wall for antenna elements and and extruded tube for booms plus all other sorts of sh; /archives//html/Towertalk/2002-01/msg00088.html (11,371 bytes)
27. [TowerTalk] Re: Aluminum Masts (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Fri, 11 Jan 2002 17:34:20 +0000; Tom and Talkians: You are absolutely correct. As long as you keep the stress within the allowables, aluminum is fine and the strength to weight ratio is better than steel. Where the problems may occu; /archives//html/Towertalk/2002-01/msg00297.html (8,100 bytes)
28. [TowerTalk] Foundation too close to Tower?? -- Welding of Reinforcing Steel (score: 1): Author: kr7x@attbi.com (kr7x@attbi.com); Date: Mon, 28 Jan 2002 17:28:55 +0000; Barry: I wrote a response to your original post but I guess it is somewhere in the ozone.... I think a general discussion of Welding Reinforcing Steel is necessary. I think I have responded to this i; /archives//html/Towertalk/2002-01/msg00605.html (11,286 bytes)

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