Hi Jim and group,
Hell of a way to wake up in the morning. Anyway, here are the dimensions.
DX Engineering aluminum tubing all 0.058" wall thickness
1.250" X 6'
1.125" X 6'
1.00" X 6' Spit on the end allowing adjustment with 1/2 - 1 1/4" SS Hose
clamp
0.875" X 6'
0.750" X 3'
0.625" X 3'
0.500" X 6'
Truss 1" X 1" X 0.125" X 3' aluminum angle 'iron' from Lowes. Holes drilled to
also add a muffler clamp on the vertical truss if necessary to the mast.
Center 'boom to mast' insulating clamp from SSS Solutions for 1.25" element. A
little small but I figure it will work for my purposes with the trussing.
Comtek 1:1 Current Balun at feed point.
Because of Jim's thoughts about horizontal wind load I will also add another
horizontal truss like I did with my quad array of something like 6' long
aluminum angle 'iron' with 3/16" Dacron truss lines. Hope this won't cause too
much difficulty reaching the adjustment positions at the 1" to 0.875" slip
joint when rotating the vertical. Will do initial resonance dipping in on test
support lower to the ground to get the SWR near where I need it around 7150
Khz. Not sure how much of a difference this will be at 124' versus my Comtek
4-Square ground mounted. Interesting experiment but since I have always felt
lacking on 40 meters with 'knowing' I could work more stations in contest on 40
meters with a better antenna system.
I have not modeled this in Nec2 or whatever. Window 10 raises it's ugly head
preventing that from operating. I know there are ways to deal with it but I'm
not even sure the ARRL Antenna Book disk will run on my windows. And
programming computers is not one of my great accomplishments to say the least!
I have found when I build something like this I learn more in the building and
seeing just how big and how much of a load things will be. Might say I try to
go by feel and try to 'over built' to handle stresses like wind load. Not
always of course but I do think this will work here in Oregon.
Terry
KI7M
> On August 14, 2018 at 9:56 AM Jim Thomson <jim.thom@telus.net> wrote:
>
>
> Date: Mon, 13 Aug 2018 16:40:04 -0700 (PDT)
> From: terry burge <ki7m@comcast.net>
> To: TowerTalk@contesting.com, terry burge <ki7m@comcast.net>
> Subject: [TowerTalk] supporting a 40 meter rotatable dipole with
> trusses
>
> <Been working on my 40 meter rotatable dipole I plan to put up at 124 feet or
> so. But I'm worried about making sure whatever I come up with to fix the
> 3/16" dacron truss lines to the elements out about 20' or so are secure.
> Dealing with the DXE tubing when <it gets down below 1" or so I don't want
> anything too heavy. Also don't want to drill and weaken the dipole. I
> actually came up with some 'rings' from Wilco just about the right size that
> would slip over the 0.5", 0.625", 0.750" to I believe the 0.875". There I
> <could use 1/2"-1 1/4" hose clamps to make sure the ring doesn't slip further
> up. Just the dacron wrapped around the ring might be enough to keep that from
> happening but I don't trust it.
>
>
> <I'm not sure I could trust just using the hose clamps to hold the dacron
> line but I don't want to drill and weaken the tubing in any way.
>
>
> <Any better idea? You can see a few pictures of what I'm building on my
> QRZ/KI7M page.
>
>
> <Terry
>
> <KI7M
>
> ## Ken, W3JK, uses a 2 piece machined aluminum clamp, thick, rectangular,
> that goes around the tubing in question.
> On the top part of the clamp, a piece of 1 x 1 x .125 angle aluminum is
> bolted, using the same pair of ss bolts as the
> 2 x piece clamp. The vertical part of the angle al is where the truss
> terminates... with just a hole in the vert portion of the
> angle al. Use a small thimble etc, so the dacron does not bear down on the
> edges of the hole. Ken will make a couple of pairs
> for you, if he knows the exact tubing OD in question. Then they wont slip.
>
> ## I looked at your pix. I would use better mast to rectangular plate
> clamps.... vs the muffler style clamps you show in the pix.
> Use a pair of the dx eng style muffler clamps.. the ones that have the
> SOLID al saddle, then they have loads of surface area. The SS
> u bolts that come with them are extra long threads, that will handle any
> thickness al plate. You also
> need a solid fiberglass center insulator. Without it, you have way too
> much stress right in the middle.
>
> ## heres the real concern. Did you run the design through something
> like the DX eng yagi mech software program ???
> 66 ft long and starting with just 1.25..and down to the typ .375 even
> with thick, inboard sections, is going to have a tough
> time with high winds... esp with dipole broadside to the wind. If we knew
> the exact tubing schedule used, which means exposed
> tubing lengths and also overlaps, and wall thickness, or if any inner
> liners used etc, etc, then it can all be run through the dx eng mech
> software very quickly.
>
> ## Your pair of over head truss lines wont buy you anything for increased
> wind speed, only sag, and sag from snow and ice loading.
> You also require horizontal dacron truss lines to handle increased wind
> speeds. Horz truss lines will also minimize horizontal
> deflection for XXX wind speed. If the ele deflects too much, then you
> also get this effect called... wind induced swr.
>
> ## The dx eng yagi mech program will spit out how much vertical..and
> horz deflection you will get..and also factor in both vert
> and horz truss lines.
>
> ## At 1st glance, I just cant see your 66 ft long ele surviving...when
> its only 1.25 inch OD in the middle. 1.25 is what you would typ
> use for the center of a 20m ele. For a 66 ft long dipole, 2.00 inch is typ
> used..then tapering down to .375 at the tips. Even then, the inboard
> 15 ft on either side of mast is typ heavy walled material, like .125. And
> thats just to get it to survive a 85-90 mph gust. Without a horz truss,
> the ele deflection is insane with high winds. Typ a single horz truss is
> used, and terminates 15 ft from the mast.
>
> Jim VE7RF
>
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