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References: [ +from:thinair@thinair.cc: 6 ]

Total 6 documents matching your query.

1. [TowerTalk] TowerTalk Digest: Using Double Wall EMT for wire support (score: 1)
Author: "Thin Air Communications" <thinair@thinair.cc>
Date: Mon, 9 Jan 2006 14:32:41 -0800
Hello TTians I am considering using some thick wall (rigid) EMT for supports for an 800' wire loop skywire. I currently am using ornamental steel that extends to 50'. The steel has not yet collapsed
/archives//html/Towertalk/2006-01/msg00206.html (8,903 bytes)

2. [TowerTalk] TowerTalk Digest, EMT for wire support masting (score: 1)
Author: "Thin Air Communications" <thinair@thinair.cc>
Date: Tue, 10 Jan 2006 09:50:13 -0800
Thanks for the replies! I was hoping to possibly get 50-60' out of the EMT not really hit the century mark. If that is a possibility or someone has experience in this direction I'd appreciate the inp
/archives//html/Towertalk/2006-01/msg00222.html (7,182 bytes)

3. Re: [TowerTalk] TowerTalk Digest, Rebar cage - ??? (score: 1)
Author: "Thin Air Communications" <thinair@thinair.cc>
Date: Tue, 24 Jan 2006 07:37:03 -0800
Fibermesh isn't all that new. It can be used in certain applications as a replacement for wire mesh. As a draftsman for structural engineers I have never seen Fibermesh as an option when the structur
/archives//html/Towertalk/2006-01/msg00500.html (7,562 bytes)

4. Re: [TowerTalk] Epoxied bolts (score: 1)
Author: "Thin Air Communications" <thinair@thinair.cc>
Date: Thu, 2 Feb 2006 09:45:12 -0800
I am not an engineer nor do I pay one on TV. But the use of epoxied bolts from my experience drafting structural plans is limited to objects in sheer and never in tension. Meaning that yes, the epoxi
/archives//html/Towertalk/2006-02/msg00033.html (6,929 bytes)

5. Re: [TowerTalk] Epoxied bolts (score: 1)
Author: "Thin Air Communications" <thinair@thinair.cc>
Date: Fri, 3 Feb 2006 10:08:36 -0800
Mark, I know a lot of people who do use epoxied bolts. I have seen the use of epoxied bolts on concrete tilt-up buildings on the floor to wall joints, but only with a significant steel reinforcement
/archives//html/Towertalk/2006-02/msg00037.html (9,831 bytes)

6. Re: [TowerTalk] Epoxied bolts (score: 1)
Author: "Thin Air Communications" <thinair@thinair.cc>
Date: Fri, 3 Feb 2006 10:26:15 -0800
Jim, I'd have to agree with you on the chemical over expansion anchors. I also agree that it has probably been the engineers I have worked with. Again, I remain a skeptic and if I was doing it, would
/archives//html/Towertalk/2006-02/msg00038.html (11,237 bytes)


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