Trylon = solid angle iron. No hollow tubes. I like them myself. I have
never tried the ANs discussed though. I am guessing it is a good tower
if Johnny thinks so. Hey Johnny, did you lose a Trylon during the
hurricane? Did you have an AN tower then also or is that what you
replaced the Trylon with? :-) I have 2 Trylons in service
currently. One of them just went online last week. The Trylons appear to
be built very solid to me. I am not a PE but I did stay at a Holiday Inn
Express last night!
Scriv
Mario Pommier wrote:
solid rod towers is all I can say.
Don't know if Trylon is solid or hollow.
Mario
[EMAIL PROTECTED] wrote:
I have looked at the AN Wireless product line and they look like great
towers and are close by in PA, but they don't make anything over 120 feet.
I need to get higher than that to ensure LOS to some key areas.
I believe my ice question will be answered shortly, the county's
communication site coordinator is having one of his engineers send me the
requirements.
I'm looking for other suggestions for light duty self-support towers or
monopoles as close to 200' as possible but below the 200 mark to avoid FCC
registration and FAA marking. Have been looking at www.usedtowers.com but
I will need stamped PE drawings for my state so any of those will need to
be re-engineered. Trylon is appealing because they will supply the
engineering drawings and the cost is relatively low. I don't have room
for a guyed tower. Suggestions?
Patrick
PLEASE take a look at www.anwireless.com for tower considerations. Their
HD series is much beefier then the Trylon towers. When compared side to
side - you'll be pleased.
JohnnyO
-----Original Message-----
From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On
Behalf Of [EMAIL PROTECTED]
Sent: Monday, September 11, 2006 12:29 PM
To: [email protected]
Subject: [WISPA] Tower ice buildup
Hello list,
I am planning the installation of a self-supporting tower for a startup
WISP in Maryland. I am considering light duty off-the-shelf designs
from Trylon such as the SuperTitan. I am trying to determine whether to
include ice buildup as a factor in the tower purchase. I have obtained
maximum wind speed data from the local building department but they were
clueless when it came to considerations for ice buildup. What's the
best practice for arriving at this figure?
Patrick Shoemaker
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