GHA
Well-Known Member
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10 years later the 20kg has never ever missed a beat, to my amazement and the amusement of Spade technicians.
What size boat? I went up a little to 25Kg, it's never ever missed a beat either. Proves nothing.
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10 years later the 20kg has never ever missed a beat, to my amazement and the amusement of Spade technicians.
What size boat? I went up a little to 25Kg, it's never ever missed a beat either. Proves nothing.
Sorry Norman, Your query was valid, I was a bit lax with the detail in my post.
We have anchored twice where a Fortress at 45 degrees was the only sensible answer. The first time we did not have the Fortress deployed, unforecast frontal system, and were driven slowly backwards in winds, measured at the masthead, of 55 knots. We had the engines running, in neutral, but the Excel eventually bit - as we were driven out of the mud into firmer seabed. The second time the Excel would not hold the tension under power setting and as a Storm was forecast we set the Fortress at 45 degrees - and the wind did not materialise.
I too cannot be bothered with changing the fluke angle - and we now have 2 x Fortress. I think the FX23, the size recommended for our cat, is too big for sand but too small for thin mud, hence FX16 (30 degrees) and FX37 (45 degrees).
Jonathan
Zing - maybe you can elaborate
Why precisely will the bigger anchor hold - if it is not fully buried it's buried area, or volume will be similar to that of the smaller anchor. It cannot be buried 'more' as the tension are the same. The difference is that the shank will protrude further upward, providing a bigger lever arm to tip the anchor over when the yacht veers.
If we think of this in its simplest form - a large Fortress will have roughly the same fluke area buried as a small one (actually the big one will be buried less because it is made from a thicker plate) - what makes the bigger one better and thus more reliable?
What is important is that the anchor design is such that the anchor will continue to dive, even in a hard or soft seabed with increased tension - and fortuitously most of the new anchor have this characteristic. However they do depend, in diving further, that the tension is roughly in the same straight line.
But hold is measured in a straight line pull - a pull at an angle, from the side (veering) or in the vertical (horsing) with a longer lever arm and a fluke set in lower shear stress substrate - ie shallow.......??
Now explain why the bigger anchor is better.
Jonathan
That demonstrates the difference between "hold" and "potential hold".
If you really want an anchor where you are guaranteed to have 50% of its total weight pressing directly down on the tip, get a
Fisherman.
48' I'm guessing since yours is steel it weighs around 256x more
BTW, a friend of mine looked at the 25 but for some reason was harder to get hold of. No idea why.
I agree Norman, it is an important difference
My Fortress has had very poor “holding” over the last few months in many different anchorages. Some of these have had nice mud bottoms where I would have expected the Fortress to do well. I have even tried altering the fluke angle but this has made absolutely no difference. I have not checked with a load cell, but I suspect the “holding ” of my Fortress anchor has been close to zero for all this time.
Of course if I took it out of the anchor locker and dropped it in the water, its “holding” would be much better![]()
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The above is nonsense, but it illustrates how confusing and silly it is to use the term “holding” to indicate anything other the potential or if you prefer the maximium holding ability that would be developed just before dragging. I am sure this is in fact exactly what most posters mean when they refer to an anchors “holding”.
It is well documented that Aluminum is more pliable and bends easier to hardened steel, one would assume that a trapped anchor under a rock or coral head being Aluminum may bend easier and potential snap , to that of a hardened steel anchor which potential will move the rock under heavy load
Interesting video series , watch it through
https://www.youtube.com/watch?v=WQeznHmxB9s
Your steel anchor is not hardened ie heat treated.
Hardened by drop forging rather than castings and plate steel, the process of drop forging, the grain flows of the steel are altered, conforming to the shape of the part. making it stronger (tougher, harder, etc) just a play on words
the point was that the Steel anchor will be less pliable to that of Aluminum
And guaranteed that you'll get the sharp end of a keyboard when your stalker wakes up![]()
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I don't think that is actually the case. The Spade has 50 % of its weight acting on the tip. I am not sure there is a definitive design of a Fisherman anchor but most that I see have a heavy shank that lies on the bottom, whereas the thickness of metal at the fluke is considerably less. My guess is that there is more weight at the shackle than at the tip. Which does not stop it from penetrating weed quite effectively.
Actually the shank of a fisherman anchor is generally of largely consistent section throughout it's length, and initially until fully dug in, is anything but lying on the bottom. However, I think you may have your terminology mixed up. The stock of a fisherman anchor is designed to lie flat on the bottom, in order to orientate the anchor, so that one of the available flukes is bearing down on the seabed, assisted by the complete weight of the two flukes, and half the weight of the stock. In that respect, the stock serves the same function as the "roll bar" on some more modern anchors.
If you think back to the days of the old sailing ships, their anchor flukes were somewhat similar to those of a fisherman's, but often the stock was made of wood. Iron bound wood certainly, but maybe these guys knew something?
I'm not suggesting that everyone, or indeed anyone, should dash out and get a Fisherman's anchor, but they have their uses, and being able to penetrate hard or weedy ground, is one of their clear advantages.
As I said, there is no consistent definition of a Fisherman anchor. We are clearly considering different designs under the same generic name.
There is however, consistent definition of the parts of a Fisherman anchor. Please show me a Fisherman anchor, sitting with a fluke ready to drive into the seabed, and yet with its shank lying on the seabed. I suspect that you are thinking of the part generally known as the stock.
Quite possibly, not being an authority on fisherman anchors. However, I would imagine the non-business end would be pressing the seabed more heavily than the fluke, which is where we started.