On Sep 26, 2014, at 8:36 02PM, Roger (K8RI) on TT <K8RI-on-TowerTalk@tm.net>
wrote:
Don't forget that those guying forces plus are transferred to the base of the
tower (roof) when the tower is self supporting. A guyed tower spreads the force
over a wide area and the forces add algebraically between the guys.
All of that force is transferred to the base anchor with a self supporting
tower, so the roof will need to be much stronger than for a guyed tower.
All the more reason they need to engage a Professional Engineer. It’s possible they
shouldn’t even be _walking_ on the roof …
Bud, W2RU
----- Original Message -----
From: tsharar@comcast.net
To: towertalk@contesting.com
Sent: Monday, September 22, 2014 9:58:48 PM
Subject: [TowerTalk] Alternative Method of Tower Guying
Towertalkians,
We are planning to erect a tower for our club's DSTAR repeater antenna. This
tower will consist [of] three ten foot Rohn 45G tower sections on the flat roof
of a multistory building. The problem we have is that two of the three guy
anchor points are under an adjacent structure roof overhang and will not allow
us to guy the tower at or near the top. One of our club members has proposed a
novel idea for deviating the guys around the roof overhang - please see the
diagram below. Has anyone ever tried something like this before? Does this look
like a good idea or not?
Please note that this diagram is not to scale.
73 de Terry Sharar W3EDS
Chair, Repeater Committee
Montgomery Amateur Radio Club
Rockville, MD
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