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References: [ +from:gbconsulting54@gmail.com: 4 ]

Total 4 documents matching your query.

1. [TowerTalk] ROHN SSV ERECTION QUESTIONS (score: 1)
Author: Greg Best <gbconsulting54@gmail.com>
Date: Mon, 08 May 2017 23:19:46 -0500
Hello. I am new to the reflector and have some questions about erecting an SSV tower. Mine is somewhat unique in that it was a windmill tower so it is a beast. It is a used tower but in very good sha
/archives//html/Towertalk/2017-05/msg00054.html (8,759 bytes)

2. Re: [TowerTalk] ROHN SSV ERECTION QUESTIONS (score: 1)
Author: greg best <gbconsulting54@gmail.com>
Date: Tue, 9 May 2017 18:43:03 -0500
Hi Steve, This is SSV but not the standard model. This was made for a windmill tower. It will support 50 sq ft at the top with 70 mph wind. Greg Best Sent from my iPhone _____________________________
/archives//html/Towertalk/2017-05/msg00066.html (9,583 bytes)

3. Re: [TowerTalk] Rebar or no rebar (score: 1)
Author: Greg Best <gbconsulting54@gmail.com>
Date: Mon, 15 May 2017 08:24:46 -0500
A few other things to keep in mind. The tower industry has revised its standards from EIA 222 Rev F to Rev G. The tower failures in the broadcast industry and the wireless industry (and the associate
/archives//html/Towertalk/2017-05/msg00132.html (11,893 bytes)

4. [TowerTalk] SOLID LEG TOWERS (score: 1)
Author: Greg Best <gbconsulting54@gmail.com>
Date: Sun, 18 Jun 2017 15:55:02 -0500
Sometimes it is more about longevity than it is strength. It also depends upon the areas they serve. Coastal areas have more salt and industrial areas have corrosive atmospheres that could favor the
/archives//html/Towertalk/2017-06/msg00214.html (6,872 bytes)


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