[TowerTalk] Tower/mast question
n4kg@juno.com
n4kg@juno.com
Tue, 23 May 2000 20:05:51 -0600
N4KG response follows question.
On Tue, 23 May 2000 11:32:38 -0400 Ted Sarah <w8tts@gwis.com> writes:
>
> I currently have a Glen-Martin hazer on a tower with a Mosley
> TA33-JR-N-WARC mounted just above a thrust bearing, which
> is about 3' above the G-8000S rotor. What I would like to do
> is add a mast to this, so that there is an additional 10 feet
> above the top of the hazer thrust bearing, and mount the
> TA-33 at the top of the mast. This would do a number of things
> for me including being able to adjust the height of the antenna
> a little, getting the antenna 10' higher without adding tower, and
> as I do now being able to lower the antenna if there is a high wind
> warning. Yes I know, the wind load on the antenna
> (96lbs at 80MPH) isn't much, but better safe than sorry.
>
> Now my questions. Is it safe to go that high above the thrust
> bearing, which is a Glen-Martin, with a mast and antenna?
> And, I'm looking at using 1-1/4" Schedule 80 pipe for the mast,
> is this over kill?
>
> TNX in advanced,
>
> 73 - Ted - W8TTS
>
You need a LOT more information to come to an exact calculation,
but my guess is that you are asking for trouble.
Your antenna windload (96 lbs at 80 MPH) times a 10 ft mast length
means that the 1-1/4 inch dia. mast must withstand 960 ft-lbs of
bending moment at the thrust bearing. Do you really think a 1-1/4
inch pipe can stand up to that? I often bend 1 inch dia pipe turning
in screw anchors with a 3 ft lever arm.
The bottom end of the mast must also support 960 ft-lbs of
bending moment. How far is that end below the bearing?
If it is only one ft below, then there would be a lateral force
of 960 lbs on the rotor / mounting hardware.
The maximum bending moment for a solid rod goes up roughly
as the 4th power of the diameter. This means that a 2 inch dia
solid rod is 6.5 times as strong as a 1-1/4 inch diameter rod.
For pipe, the formula is a function of the 4th power of the
outside diameter minus the 4th power of the inside diameter.
I wouldn't put anything more than a foot or so up on a 1-1/4
inch diameter pipe.
You really need to understand all the forces involved and
yield strength of your materials before extending your mast.
de Tom N4KG
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