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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Guy\s+Anchor\s+Pullout\s+Strength\s*$/: 15 ]

Total 15 documents matching your query.

1. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: mlowell@noclant.navy.mil (Lowell, Mark)
Date: Wed, 1 Jul 98 09:08:53 -0400
Greetings! Every amateur tower I have seen around here so far uses screw anchors. Certainly they are easier to use than constructing the concrete types. However, being the curious, cautious type, esp
/archives//html/Towertalk/1998-07/msg00017.html (11,449 bytes)

2. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: n3rr@erols.com (Bill Hider, N3RR)
Date: Wed, 01 Jul 1998 13:59:15 +0100
Yikes, Mark, you better check your ROHN catalog and obtain a copy of ANSI/TIA/EIA-222-F-1996 Per my 1991 ROHN catalog, for 110 mph basic wind (no ice) your 110 ft of 25G isn't even on the charts! 100
/archives//html/Towertalk/1998-07/msg00018.html (14,289 bytes)

3. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: k4sqr@juno.com (Jim MILLER)
Date: Wed, 1 Jul 1998 10:26:03 -0400
Mark; First , go to www.championradio.com & order a Rohn Tower catalog.Rohn sez guy anchors are to be 80% of tower height out from base of tower. Your 110 footer with proposed anchors at 50 ft. out i
/archives//html/Towertalk/1998-07/msg00019.html (8,659 bytes)

4. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: K7LXC@aol.com (K7LXC@aol.com)
Date: Wed, 1 Jul 1998 10:50:35 EDT
Actually York county is only an 85 MPH windspeed zone but it is within 100 miles of hurricane oceanline so I think that the 110 feet and 8 sq.ft. of wind loading is reasonable. I don't discourage any
/archives//html/Towertalk/1998-07/msg00020.html (9,763 bytes)

5. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: mlowell@noclant.navy.mil (Lowell, Mark)
Date: Wed, 1 Jul 98 11:22:00 -0400
Yes, I have a copy of the Rohn catalog and have been studying it. Yes, I have been looking at the forces. Thanks to all who have already responded so far. Reading this reflector has got me digging in
/archives//html/Towertalk/1998-07/msg00023.html (10,651 bytes)

6. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: mlowell@noclant.navy.mil (Lowell, Mark)
Date: Wed, 1 Jul 98 12:31:01 -0400
Reply to the message of Wednesday July 1, 1998 11:15 -0400 -- Sure, Tom, the figures I posted came right off of the A.B. Chance Co. Commercial Anchors Distributor Price Sheet, page 1, bulletin # HW-3
/archives//html/Towertalk/1998-07/msg00028.html (9,055 bytes)

7. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: SavageBR@aol.com (SavageBR@aol.com)
Date: Wed, 1 Jul 1998 16:24:51 EDT
Not sure if you are serious? But if you are, I think you are concerned about the wrong issue. Look at the Rohn catalog for 25G. At 110 mph Rohn only recommends a maximum height of 100 ft, with 7.4 sq
/archives//html/Towertalk/1998-07/msg00041.html (8,698 bytes)

8. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: gscholten@michamber, com@vixa.voyager.net (Gale)
Date: Wed, 01 Jul 1998 22:54:58 -0400
Your guy anchors should be at least as strong as the guy wire. Remember that they stated pull out force. If an anchor pulls out even part way the tower could be loose enough to fall. Typically a towe
/archives//html/Towertalk/1998-07/msg00060.html (13,108 bytes)

9. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: n4kg@juno.com (T A RUSSELL)
Date: Thu, 2 Jul 1998 06:30:52 -0600
"If an anchor pulls out even part way the tower could be loose enough to fall. " Gale N8GS ....................... HUH? Please explain "loose enough to fall". I don't believe a few inches of pullout
/archives//html/Towertalk/1998-07/msg00074.html (9,116 bytes)

10. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: ka4inm@gte.net (Ron Youvan)
Date: Thu, 02 Jul 98 19:22:31 PDT
W1EVT told me he decided to install insulators in one of his 140 ft Rohn 25 towers to make a 160M elevated GP. They had to loosen the upper guys to where they were almost hanging along the tower befo
/archives//html/Towertalk/1998-07/msg00103.html (9,708 bytes)

11. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: n4kg@juno.com (T A RUSSELL)
Date: Thu, 2 Jul 1998 22:57:03 -0600
My understanding was they slackened them equally at each level. N4KG YES, but NOT to the point of failure. I had 2 trees fall on one of my guys after a tornado. The top of the 130 ft tower was arched
/archives//html/Towertalk/1998-07/msg00110.html (10,889 bytes)

12. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: W8JI@aol.com (W8JI@aol.com)
Date: Fri, 3 Jul 1998 09:58:20 EDT
<< W1EVT told me he decided to install insulators in one of his 140 ft Rohn 25 towers to make a 160M elevated GP. They had to loosen the upper guys to where they were almost hanging along the tower b
/archives//html/Towertalk/1998-07/msg00117.html (8,778 bytes)

13. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: gscholten@michamber, com@vixa.voyager.net (Gale)
Date: Fri, 03 Jul 1998 11:00:32 -0400
The slack that is created then lets the tower slam around until something breaks or collapses. Every time the tower bangs into that loose guy wire it disipates its kenetic energy as well as the wind
/archives//html/Towertalk/1998-07/msg00119.html (9,659 bytes)

14. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: k4sb@mindspring.com (K4SB)
Date: Fri, 03 Jul 1998 14:21:38 -0700
I need some help with this one. Simple math, assumming the guys were at 45 degrees would indicate they were in the 190' range. Logically, it seems as if for example, 5' of sag was allowed in the upp
/archives//html/Towertalk/1998-07/msg00125.html (8,919 bytes)

15. [TowerTalk] Guy Anchor Pullout Strength (score: 1)
Author: w7ni@teleport.com (Stan Griffiths)
Date: 10 Jul 1998 06:30:21 -0000
Hi Mark, There is another option you did not mention in your original post, above. You can get earth anchors that need no concrete and are not installed by screwing them in. This is what I use on my
/archives//html/Towertalk/1998-07/msg00297.html (14,914 bytes)


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