In a message dated 5/2/02 9:24:00 AM Pacific Daylight Time, ve7yc@shaw.ca
writes:
> Now this
> is the 55 foot US Tower that I wouldn't put up over 40 feet. The joints
> between sections has about a 1/4 inch slop.Or 1/2 inch total.This let the
> top section wave around like a tree branch. any one have this trouble or
as
> is it just my luck again??
They're all like that. If the tolerances were any closer, you'd have
trouble getting it up and down.
This is an engineered structure and does a great job for what it is - a
bunch of pipes stuck together. Yes - it moves in the wind but it's designed
for that. Don't worry about it.
Cheers,
Steve K7LXC
TOWER TECH -
Professional tower services
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