On 9/21/2011 11:31 AM, Dorn Hetzel wrote:
> This tower is 180 ft in nine 20 foot sections of 46" face angle iron. 1400
> lbs a section, 12600 lbs total.
>
> I was sort of assuming I would have to use something on the order of 3/8 EHS
> for this. Do you
> think this is something I could do with phillystran ?
>
> Regards,
>
> Dorn
> KB4EQ@hetzel.org
If you can afford it you can do it with Phillystran.
http://www.phillystran.com/163.htm
I'm not sure this has any relevance on anything but most people I
know with tall tower often only have one set of guy anchors. So the
lower guys are already at a much reduced angle.
73, Jay K0GU
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