[TowerTalk] Rohn 25
Alan NV8A (ex. AB2OS)
nv8a at att.net
Sat Jan 29 09:46:07 EST 2005
Somewhere on line I found a Rohn tower calculator, from which I figured
that I would have to use 65G for an unguyed 60ft. tower to hold my 3el.
SteppIR (obviously bigger than a 13B2). I don't recall how much concrete
that needed, but I agree with others who say that the size of the base
is not the limiting factor here: it's the crumple-resistance of the
tower itself.
Alan NV8A
On 01/28/05 07:48 pm Daniel Hileman tossed the following ingredients
into the ever-growing pot of cybersoup:
> I'm thinking of putting up about 60' of Rohn 25...for
> "inverted V" support and a 13B2 on top, that's it.
> Any suggestions of how deep the hole should be? I'd
> like it to be Free-standing if possible...I'd like a
> few ideas.
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