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[TowerTalk] Antenna spacing question

To: <towertalk@contesting.com>
Subject: [TowerTalk] Antenna spacing question
From: "Jim Thomson" <Jim.thom@telus.net>
Reply-to: "Tower and HF antenna construction topics." <towertalk@contesting.com>
Date: Wed, 27 Jan 2010 06:25:49 -0800
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Message: 2
Date: Wed, 27 Jan 2010 05:51:06 -0500
From: Pete Smith <n4zr@contesting.com>
Subject: Re: [TowerTalk] Antenna spacing question
To: "Tower and HF antenna construction topics."
<towertalk@contesting.com>
Message-ID: <4B601A9A.2040305@contesting.com>
Content-Type: text/plain; charset=ISO-8859-1; format=flowed

Isn't schedule 80 water pipe?  And if so, aren't you inviting a bent 
mast by trying to put a 2-element 40m yagi 10 or more feet above the 
tower top?

73, Pete N4ZR
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## Not necessarily.  The HDX-689 crank up tower uses  sched 80  for the legs
of ALL  5 x sections.   It's all  46 ksi steel.   I agree though, his is 
probably
sched 80 water pipe,,.. and probably  1.9" OD  x   1.5" ID  x .200" wall ...
which is typ  just 30-35 ksi.  The cheap and dirty way to test a mast is to
clamp it to your deck.. with XXX feet  sticking out in mid air, horizontally.

Then place XXX lbs of weight on the very end.. and measure the deflection.
If the yagi is say 7 sq feet... and a 70 mph wind....[20 psf].... = 140 lbs. 
7 sq feet  and a 100 mph wind..[40 psf]... =  280 lbs  etc.  Add  a safety 
factor

I once had  a 204BA  mounted  11' above the same tower as his....
[ with one straight section added in the middle, and also guyed].... on the  
same 
1.9" OD  sched 80 pipe   [1976]   It also had  climbing steps  welded to it ! 
It took  65 mph winds.... but I would never do it again. Climbing that mast
freaked me out.  If he used the  bigger 2.275"  OD pipe in sched 80... or
even the 2.875"  sched  80 pipe, [ .276" wall]  he would be ok,
depending on  local wind condx.   His  40m yagi may well  screw up his
15m array.  

I added  several more #5 straight sections of  Delhi.. [ right to the 72' top 
of tower]
and 12 x guys wires  [ 4 x per level x 3 x levels]    and then 2 x HB  
monobanders... 
+ a prop pitch. 15m-26' boom    20m-36' boom.   Prop pitch was way down inside 
the tower.
The top 2 x sections had a slight twist in em, after 68 mph gusts!   Delhi's  
are very
limited as to what you can do with them.  I gave up on the delhi.. and went to  
30"  wide
commercial  L+R tower [ 350 lbs  per  20' section] ... and never looked back. 

The Delhi's  were originally made for  deep fringe  TV  reception. [late 50's]
One large yagi, just above the top bearing.. and perhaps some smaller stuff... 
4-6' 
above that.... and it's  maxed out.  We had a local fellow here, who overloaded
a  64'  delhi  [ no guys]  and it  folded right in half, during a windstorm ! 
The 64' Delhi is rated for 3 sq feet.... NOT  10-15 sq ft. 

later... Jim   VE7RF



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