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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Anchor\s+bolts\s+for\s+LM470\s*$/: 39 ]

Total 39 documents matching your query.

1. [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Glen Turner" <w5if@valornet.com>
Date: Sun, 15 Apr 2012 07:27:27 -0800
Looking for a good source of anchor bolts to be used on LM470 tower. Needing 6 bolts about 1" by 27" with J bend or angled. Spec seems to call for ANSI F155 4 grade 55 bolts. Anyone have spares or kn
/archives//html/Towertalk/2012-04/msg00239.html (7,164 bytes)

2. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: Dan Bookwalter <n8dcj@yahoo.com>
Date: Sun, 15 Apr 2012 07:35:37 -0700 (PDT)
Glen call these guys they will make whatever you need... http://www.atlanticboltinc.com/  when i needed bolts for my TX472 they were cheaper than anywhere else... Dan N8DCJ __________________________
/archives//html/Towertalk/2012-04/msg00241.html (7,933 bytes)

3. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "KR7X" <kr7x@comcast.net>
Date: Sun, 15 Apr 2012 09:12:41 -0700
Glen: The alloy call out is actually ASTM F1554 Gr 55. These are carbon steel anchor rods (newer terminology) with 55,000 psi yield strength. There is no need and it is not recommended by American Co
/archives//html/Towertalk/2012-04/msg00244.html (9,269 bytes)

4. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Eugene Jensen" <eugenejensen@nyc.rr.com>
Date: Sun, 15 Apr 2012 12:34:57 -0400
You also can try any of the local steel suppliers as they make them up all the time for their customers. I couldn't locate the one on my 555 and had a local steel shop make three up in exchange of a
/archives//html/Towertalk/2012-04/msg00245.html (10,401 bytes)

5. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: Rick Stealey <rstealey@hotmail.com>
Date: Sun, 15 Apr 2012 16:51:00 +0000
If the concrete is 7 -8 feet deep, why is the bolt only about 2 feet long? I always wondered about that, and yes, it's true, I had a very hard time with Statics in college. Rick K2xt ________________
/archives//html/Towertalk/2012-04/msg00248.html (7,966 bytes)

6. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: John Arthurs <arthursk7wp@gmail.com>
Date: Sun, 15 Apr 2012 09:53:01 -0700
Does it not require the cage built specifically for the LM470? John K7WP _______________________________________________ _______________________________________________ TowerTalk mailing list TowerTa
/archives//html/Towertalk/2012-04/msg00249.html (8,737 bytes)

7. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: Rick Stealey <rstealey@hotmail.com>
Date: Sun, 15 Apr 2012 16:53:43 +0000
Again, remember, I had a hard time with Statics in college so go easy on me, but I always thought it was necessary to have a J to keep the rod from turning. But I guess even a tiny, very tiny, amoun
/archives//html/Towertalk/2012-04/msg00250.html (7,734 bytes)

8. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: Jim Lux <jimlux@earthlink.net>
Date: Sun, 15 Apr 2012 10:20:18 -0700
Presumably there's rebar in that concrete. The bolt is there to attach the tower to the concrete, not to hold the concrete together. If you had some magic epoxy that you could glue the base to the co
/archives//html/Towertalk/2012-04/msg00251.html (8,772 bytes)

9. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: Jim Lux <jimlux@earthlink.net>
Date: Sun, 15 Apr 2012 10:22:30 -0700
the friction between the concrete and the bolt is MORE than enough to resist the nut torque. This isn't a connecting rod bolt where you torque it down to preload the tension in the bolt so it never g
/archives//html/Towertalk/2012-04/msg00252.html (8,996 bytes)

10. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: K7LXC@aol.com
Date: Sun, 15 Apr 2012 13:49:41 -0400 (EDT)
Institution (ACI) 318 design specifications for reinforced concrete to use hooked (J) anchor rods in tension situations without reducing the tension capacity significantly for hooked anchors on acco
/archives//html/Towertalk/2012-04/msg00253.html (8,091 bytes)

11. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "KR7X" <kr7x@comcast.net>
Date: Sun, 15 Apr 2012 11:26:28 -0700
Steve: Yes you are correct wrt the double nut. I also callout for the threads to be spoiled below the bottom of the lower nut. Belt and suspender philosophy. Foundations are relatively less expensive
/archives//html/Towertalk/2012-04/msg00255.html (9,595 bytes)

12. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "KR7X" <kr7x@comcast.net>
Date: Sun, 15 Apr 2012 11:29:51 -0700
Rick: Not really the crushing starts to be a factor when you approach a right angle (90deg bend). Regards Lonberg Design Group, Ltd. H. S. Lonberg, P.E.,S.E. / KR7X Principal Again, remember, I had a
/archives//html/Towertalk/2012-04/msg00256.html (9,710 bytes)

13. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: Bryan Swadener <bswadener@yahoo.com>
Date: Sun, 15 Apr 2012 11:42:52 -0700 (PDT)
FWIW, on the bottom end of each of the anchor rods from US Tower for my TX-472, there is a 2"x2"x5/8" plate welded to a nut. The nut is threaded onto and welded to the rod. See the last photo in this
/archives//html/Towertalk/2012-04/msg00257.html (9,438 bytes)

14. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "K0DAN" <k0dan@comcast.net>
Date: Sun, 15 Apr 2012 16:06:34 -0500
I rebuilt a Tri-Ex LM470 in 1999, and got the majority of my hardware (galvanized bolts, pulleys, sheaves, hardened bolts, etc.) from RH Fastener Supply Co. They are in Kansas City, MO. http://www.rh
/archives//html/Towertalk/2012-04/msg00261.html (9,894 bytes)

15. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Eugene Jensen" <eugenejensen@nyc.rr.com>
Date: Sun, 15 Apr 2012 20:43:38 -0400
I have a set of 2 inch that were meant for a Street Overpass tower sign and on the bottom is a 4 inch by 2 inch round treaded disc. Does the same thing the nut that us tower welds on the end. On a to
/archives//html/Towertalk/2012-04/msg00264.html (11,354 bytes)

16. [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: NPAlex@aol.com
Date: Sun, 15 Apr 2012 21:08:01 -0400 (EDT)
Glen, I have had several TriEX LM-470 towers and none of them used "J" bolt anchors. TriEX system uses Steel 'Flags' (with mounting holes ) welded to Large Diameter Re-Bar cage that is imbedded in th
/archives//html/Towertalk/2012-04/msg00266.html (9,403 bytes)

17. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Dave Hachadorian" <k6ll@arrl.net>
Date: Sun, 15 Apr 2012 19:29:23 -0700
So how are you guys using anchor bolts on an LM470? Has someone designed an LM470 mounting plate that fits on anchor bolts? Normally the LM470 mounts on a special base section that is buried in concr
/archives//html/Towertalk/2012-04/msg00267.html (9,813 bytes)

18. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Eugene Jensen" <eugenejensen@nyc.rr.com>
Date: Sun, 15 Apr 2012 22:30:51 -0400
I see no problem with your system either other than cost for all-thread in the correct size. Dies in larger sizes are somewhat expensive and harder to come by. I had the good fortune to had worked in
/archives//html/Towertalk/2012-04/msg00268.html (13,712 bytes)

19. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Mike" <noddy1211@sbcglobal.net>
Date: Sun, 15 Apr 2012 19:39:34 -0700
Dave, That's what I was thinking as well. I have seen people cut off and weld the three LM-470 bolt Ears to a US-Towers "T-Base" which works, but I do not understand what this is about. Mike, K6BR So
/archives//html/Towertalk/2012-04/msg00269.html (10,671 bytes)

20. Re: [TowerTalk] Anchor bolts for LM470 (score: 1)
Author: "Eugene Jensen" <eugenejensen@nyc.rr.com>
Date: Sun, 15 Apr 2012 22:40:53 -0400
That the problem with any of the Hygain or TriEx or as they are now made by Tashjian Towers they are welded rebar cages with 1/4 steel plate for ears that are also welded to the cage. Yes there is a
/archives//html/Towertalk/2012-04/msg00270.html (10,440 bytes)


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