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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*Guy\s+Anchors\s+on\s+a\s+flat\s+concrete\s+roof\s*$/: 4 ]

Total 4 documents matching your query.

1. Guy Anchors on a flat concrete roof (score: 1)
Author: rthorne@ibm.net (Richard Thorne - WB5M)
Date: Mon, 26 Aug 1996 20:30:50 -0700
Since guy wires seems to be the topic today let me put this situation in front of the forum. If you have been following my notes you know I'm going to put my tower on top of our office roof which is
/archives//html/Towertalk/1996-08/msg00242.html (7,756 bytes)

2. Guy Anchors on a flat concrete roof (score: 1)
Author: kgsmith@onlink.net (ken smith)
Date: Mon, 26 Aug 1996 22:40:09 -0400
First, I'm not a Mechanical engineer, so this is a personal opinion on the dynamics of what you are proposing. First, I don't think that sticking an eye bolt up in the air with a bending moment is a
/archives//html/Towertalk/1996-08/msg00245.html (8,373 bytes)

3. Guy Anchors on a flat concrete roof (score: 1)
Author: broz@csn.net (John Brosnahan)
Date: Tue, 27 Aug 1996 06:42:12 -0600
Couple of possibilities come to mind. 1) There are two kinds of forged eye bolts. The plain kind and the kind with a forged ring around the bottom of the eye--which are designed to have a load not in
/archives//html/Towertalk/1996-08/msg00249.html (9,710 bytes)

4. Re[2]: Guy Anchors on a flat concrete roof (score: 1)
Author: sawyers@cacd.rockwell.com (sawyers)
Date: Tue, 27 Aug 96 08:30:40 cst
I am a mechanical engineer and I second the idea of making a plate to set the angle. Steve First, I'm not a Mechanical engineer, so this is a personal opinion on the dynamics of what you are proposin
/archives//html/Towertalk/1996-08/msg00251.html (8,766 bytes)


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