ClemsonSCJ
Member
- Joined
- May 29, 2018
- Messages
- 227
Alright so I've done a little asking around in the past but I'm ready to get my shack finished up to at least get one radio up and running. I was planning on doing a roof tripod with a fence top rail mast but would prefer not to mount anything to my roof. Obviously wanting to get the antenna as high as possible, I had asked about possibly linking 2 fence top rails and most everyone agreed that the material just wouldn't lend itself to being sturdy enough under high winds without guying which is something I'm trying to avoid as well. While high winds aren't too much of an issue where I'm at, I still didn't want to risk it.
So a second idea I've come up with is getting 3 seconds of black iron pipe and using couplers to join them. This material seems as though it would be plenty sturdy enough to handle any amount of winds we would get here and also it's only holding a Diamond X50 antenna, so nothing of any weight or wind resistance. The plan would be to mount the base of the black iron pipe mast to the ground and then use one of those antenna mast mounting brackets that clamps the pole to support it approximately 10 ft up. With the 2 mounting points being about 10ft apart from one another I would think that should suffice to handle any leverage the wind might put on the mast. Does this sound like a feasible idea or would there still be an issue with 20ft of unsupported mast regardless of the material strength?
So a second idea I've come up with is getting 3 seconds of black iron pipe and using couplers to join them. This material seems as though it would be plenty sturdy enough to handle any amount of winds we would get here and also it's only holding a Diamond X50 antenna, so nothing of any weight or wind resistance. The plan would be to mount the base of the black iron pipe mast to the ground and then use one of those antenna mast mounting brackets that clamps the pole to support it approximately 10 ft up. With the 2 mounting points being about 10ft apart from one another I would think that should suffice to handle any leverage the wind might put on the mast. Does this sound like a feasible idea or would there still be an issue with 20ft of unsupported mast regardless of the material strength?