You're probably right. Originally that's how I interpreted it, and it would make more sense to have the single line going to the centerboard at #4. Maybe someone who actually has this type of system can weigh in here.Agree. The way I read the diagram #4 is where the output line goes to the board, and everything to the left of that is attached to the hull.
Yes, you're right, I was thinking that 4 was the load. Think of it as a proxy for the load.4 doesn't move, it just redirects the pull to the CB.
-Will (Dragonfly)
Well said. That is a valid way to look at it.Yes, you're right, I was thinking that 4 was the load. Think of it as a proxy for the load.
Be aware that you are likely dealing with tensions in the neighborhood of 3,000 to 4,000 lbs in the keel cable (connected to #5) - at least be thinking that way until you measure and analyze the load end of this. 70 lbs tension at lift X 16 is 1,120 lbs tension at #5 for our 150 lb board example. A 500 lb board, rigged the same way, will result in much higher loading. That may be why it has a hydraulic jack on it. Make sure your blocks are rated for the loads they'll carry. Please be careful.I mentioned above that I was thinking of MacGivering a replacement for the Sailtec hydraulic ram used on the Hunter 216 as it is only a matter of time before it fails. Min $800 to send away to rebuild or $2000 to buy a new one. I think I will pay a visit to our local marine store to pick up some blocks to tinker with. I’m pretty sure I would spend less and assuming I can work out any kinks I would end up with a system that I can maintain myself. The board on the 216 is about 500lbs and there are no winches so it will be interesting to see if will work out.
Sorry - your diagram is incorrect. See original rigging drawing above. But, you're very close. @jviss is still correct. Absolutely agree that it has been, and continues to be, interesting and entertaining.Reading through all this has been both interesting and entertaining. As a retired Mechanical Engineer I think I can add a little insight. Jviss, your conclusion is correct for your diagram, however your diagram is upside-down. It should look more like the following:
View attachment 167606
It may be counter-intuitive but jimb is correct. MA = 17:1
I appreciate the words of caution, I was thinking 3/8 dyneema (although maybe too slippery to hold by hand) and this line of Harken blocks might be a good choice.Be aware that you are likely dealing with tensions in the neighborhood of 3,000 to 4,000 lbs in the keel cable (connected to #5) - at least be thinking that way until you measure and analyze the load end of this. 70 lbs tension at lift X 16 is 1,120 lbs tension at #5 for our 150 lb board example. A 500 lb board, rigged the same way, will result in much higher loading. That may be why it has a hydraulic jack on it. Make sure your blocks are rated for the loads they'll carry. Please be careful.
Also the skill to utilize all the tools there in!But then, I have easy access to a machine shop,
I get your logic of a periodic rebuild but there is this. On one occasion I started pumping away and nothing happened, I managed to clear the problem but NOT a good feeling! The point is this can happen at any time with no visual or for that matter operational clues. Board stuck in down position probably isn’t a crisis but it’s not how I like to have things on anything I operate.Have you tried a local hydraulic cylinder repair shop? They might be able to rebuild your jack. I understand wanting to have something that you can maintain, but if it only needs rebuilding once in several years, is it worth the conversion effort? Would a preventative periodic rebuild be a better overall approach?
Sounds like you have a good plan to go at it. The fact that the attachment/lift point is further down the centerboard is encouraging. I am surprised by your statement that the bulk of the mass is near the pivot point, but your idea of measuring the lift tension should tell you what you're dealing with. Good luck and post progress pics if you go for it.
In the sample system we've been looking at, there are three distinct tensions. The highest tension is between the board and #5. Next the line between #5 and #7. Finally, the line that you actually pull to raise the board. If you are going to design for the highest tension, and just use the same material for the rest of the system, that's good. But, start with determining the max tension during the lift, and go from there to pick your materials/components. Remember that your attachments have to carry these loads too.
Hard to find anyone competent to work on your stuff these days. Really worries me.From what I read having local hydraulic companies ie NOT Sailtec work on them is dicey. Even newly “Sailtec authorized repair centres” have messed them up.
Don’t get me wrong the ram is a good solution for this boat IF it’s working.
Thanks for all of your sage advice. I’m thinking maybe you wear an iron ring?