----- Original Message -----
From: "Noel" <yaesurig@msn.com>
To: <towertalk@contesting.com>
Sent: Friday, October 01, 2004 4:05 PM
>
> Oh and I asked an engineer about welding the bolts to the rebar cage
and
> was told NO. Not sure I understand that as it just seems like it
would
> make things a lot easier.
>
> -----Original Message-----
> From: towertalk-bounces@contesting.com
> [mailto:towertalk-bounces@contesting.com] On Behalf Of Bill VanAlstyne
> Sent: Friday, October 01, 2004 2:44 PM
> >
> I remember reading somewhere recently -- snip-- that you
> should NOT tie the bolts to the rebar, because you want the bolts to
> transfer their loads directly and evenly to the concrete, not the
rebar.
>>
FWIW
The foundation iron (Rebar/flat plate for bolting tower legs to) for the
LM470 tower was furnished by the mfr. as a welded assembly. There
was/is(?) no need to jiggle the each rebar--necessary to keep the entire
assembly vertically plumbed. This assembly was perhaps 3 1/2
feet long and it was left to the user to "wire" up an extension rebar at
the bottom of the welded assembly.
k7pucc
_______________________________________________
See: http://www.mscomputer.com for "Self Supporting Towers", "Wireless Weather
Stations", and lot's more. Call Toll Free, 1-800-333-9041 with any questions
and ask for Sherman, W2FLA.
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