I have a 97' Rohn 25 tower mounted on a pier pin. The guys are at 92,
61, and 31 feet above ground. The tower has 2 C-3E tribanders at 69 and
98 feet, and an EF-240 on a 10-foot mast above the top yagi. We're in a
pretty benign wind environment.
Now here's the complex part. I want to re-tension the guys, which were
originally set a number of years ago at 400 lb all around, and I figured
as long as I am doing this job, I should do it better, if possible.
Why? Because each guy set is made of different material, and I suspect
that should/might influence the desired pre-set tension.
The top guys are 6700-lb Phillystran down to about 15 feet above ground,
and 3/16 EHS below that. I know it's a mismatch, but I got the Philly
guy sets cheap.
The second set of guys use Joslyn 21-foot fiberglass power-pole
insulators on the tower end, and 3/16 EHS the rest of the way to the
ground. These insulators are only a little heavier than EHS of the same
length, but pretty stiff, as you might expect.
The third set are 3/16 EHS all the way, insulated at the tower.
My question is this - what, if any, adjustment would you make to the
400-lb pre-tensioning value for each guy set?
--
73, Pete N4ZR
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