Towertalk
[Top] [All Lists]

Re: [TowerTalk] aluminum mast again

To: stetrekve@yahoo.com, towertalk@contesting.com
Subject: Re: [TowerTalk] aluminum mast again
From: K7LXC@aol.com
Date: Thu, 4 Sep 2003 09:41:05 EDT
List-post: <mailto:towertalk@contesting.com>
In a message dated 9/2/03 3:22:40 PM Pacific Daylight Time, 
stetrekve@yahoo.com writes:

> Thanks for the reply.  The 16" should read be 16 feet
>  for the approximate mast out of the top of the tower.
>  The 2 meter antenna is: 2.7 sq ft
>  The 6 meter antenna is: 2.5 sq ft
>  The Force 12 C32XR is: 10.7 sq ft, weight. 82 lb
>  Force 12 HF beam 1 foot above top of tower.  6 meter
>  beam 6 feet above HF beam and 2 meter beam 6 feet
>  above the 6 meter beam.

Hi, Steve --

    The bending moment is 18,641 in-lbs. The mast recommended needs a yield 
strength of 42,000 psi and 0.188" wall. 

    Since the yield strength of the of 6061-T6 is 35,000 psi, you're pretty 
close to a potential failure. One thing you can do is to move the antennas 
closer together. Or go to a steel alloy mast. Or put a piece of steel inside 
the 
bottom of the mast to strengthen up the place where it's going to bend - right 
at the thrust bearing. 

Cheers,
Steve     K7LXC
TOWER TECH 
Champion Radio Products
_______________________________________________

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.

_______________________________________________
TowerTalk mailing list
TowerTalk@contesting.com
http://lists.contesting.com/mailman/listinfo/towertalk

<Prev in Thread] Current Thread [Next in Thread>