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1. [TowerTalk] thanks for 25/45 comments (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Wed, 1 Jul 1998 02:08:45 EDT; I'm not a fan either. My statement was based on the fact that if one is rated at 2500 lbs., then two must be rated somewhere around 5000 lbs. Since 3'16" EHS has a breaking strength of 4000 lbs., tha; /archives//html/Towertalk/1998-07/msg00010.html (8,112 bytes)
2. [TowerTalk] thanks for 25/45 comments (score: 1): Author: designserv@ipass.net (LYN); Date: Wed, 01 Jul 1998 07:11:37 -0400; I agree with you about following the manufacturer's recommendations; I'm basically willing to trust what ROHN puts in their book It's been awhile since I was putting up towers for others and haven't; /archives//html/Towertalk/1998-07/msg00016.html (8,451 bytes)
3. [TowerTalk] thanks for 25/45 comments (score: 1): Author: Mmoon3@aol.com (Mmoon3@aol.com); Date: Tue, 30 Jun 1998 20:16:58 EDT; Thanks to everyone for their replies. Lots of good info. FYI: I DO have the Rohn catalog, and HAVE read it. My yard limits the guy wires to about 38' out from the base, so I think I'm stuck with a ma; /archives//html/Towertalk/1998-06/msg00004.html (7,931 bytes)
4. [TowerTalk] thanks for 25/45 comments (score: 1): Author: K7LXC@aol.com (K7LXC@aol.com); Date: Tue, 30 Jun 1998 20:29:04 EDT; << Back to guy anchors... are earth screws really THAT bad? I was planning on using 2 screws per line (if necessary) and using an equalizing plate for loadsharing. The Rohn screws are rated at 2500 l; /archives//html/Towertalk/1998-06/msg00005.html (7,757 bytes)
5. [TowerTalk] thanks for 25/45 comments (score: 1): Author: davidc@bit-net.com (DavidC); Date: Tue, 30 Jun 1998 21:05:58 -0400; since I they Mark: Have you chatted with your local building department and your insurance company about this? I discovered that both wanted to know that my previous tower (90 feet) was situated so; /archives//html/Towertalk/1998-06/msg00007.html (7,936 bytes)
6. [TowerTalk] thanks for 25/45 comments (score: 1): Author: designserv@ipass.net (LYN); Date: Tue, 30 Jun 1998 22:20:18 -0400; OH? Under what conditions? The load on a screw anchor is distributed through a volume of soil. Just how far apart in which direction were you going to spread these so the affected volumes do not over; /archives//html/Towertalk/1998-06/msg00010.html (7,662 bytes)

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