Neeves
Well-Known Member
I never said you used the full 40%. I said that nylon had the ability to stretch 40%, to failure. it depends how the nylon is made but most nylon cordage, Marlow or Liros will stretch 40% to failure. We actually use climbing rope that has greater stretch (its made that way) and we have a 12m, each side, bridle. The 40% total stretch (its roughly linear) means that it will work through the whole range of windspeeds. The chain catenary slowly disappears (it never disappears) but as the sag is removed then the chain has less and less ability to soften any snatch loads. A straight, looks straight, chain acts like simple piece of steel rod - any snatch is absorbed by the anchor (or seabed) and your yacht. As the chain starts to look horizontal - that is when the wind is up and your anchor needs all the help it can get, the chain has given up - but nylon is there continuing to work on your behalf. You obviously size the nylon, diameter of cordage, to suit your yacht, skinny for a little one fat and overfed for a big one, and anything in between. You obviously do not want to be approaching breaking point - so you are never 'testing' that 40%. Some carry 2 bridles, one for, say, upto 35 knots and another storm set for beyond. We carry spares, having broken 2 arms so far.
Something else to consider - you want to take the load off the windlass and are adding chain locks - your anchor takes the same load as a chain lock. I'd not want constant snatch loads on any part of my yacht if I can possibly remove them. The lock might take the load, 20mm steel plate might take the load - but my guess is most boats are built to be in marina?? not to take the full ooad of an anchor chain at 35/40knots. The snatch load on a, or from a, chain is much higher than you are suggesting. There are 2 snatch loads, that from yawing (sailing at anchor) and that from waves.
We find, using a bridle, that first one side takes the load then the other - the 2 arms only share the load when the yacht moves though the centre 'point'. But a bridle helps to steady the yacht - it reduces the swing and veering.
But if you guys all bow out and head to a marina when it gets breezy then the question or debate is academic.
One day that option might not be possible - maybe then you will wonder if you might have advantageously used a decent long snubber or bridle. You might also wonder how it works and how you can size for your yacht - too thick a snubber - there is insufficient elasticity, too short there is insufficient elasticity. As I mentioned those rubber snubbers, like dog bones - each is equivalent to about 2m of nylon (basically an expensive waste of time). Try to get more out of them by adding more wraps - they snap.
We had a gale through Sydney early this morning, all the coal ships (there can be a queue of 40 of them) sitting to load outside Newcastle, will have been ordered off the anchorage (its simply the bit of coast off the harbour and no shelter at all, about 40/50m deep). These ships take 100,000t/200,000t (maybe more) of coal to China, Japan etc - we have had too many ships on beaches - they no longer leave it to chance and the inadequacy of commercial vessel ground tackle. HMS Ark Royal when at anchor had one officer specifically tasked to watch drag. The ship slowly dragged back and at a specific point engines were started, anchor lifted, she moved forward, dropped anchor and the sequence re-started. Common practice - but does not engender a decent nights sleep (unless you employ crew). The other problem is that the anchors of commercial vessels break, but that is another story.
And for us there are possibly better ways and as elasticity and dampening loads is not something to be considered we can agree to disagree.
Good luck
Jonathan
Something else to consider - you want to take the load off the windlass and are adding chain locks - your anchor takes the same load as a chain lock. I'd not want constant snatch loads on any part of my yacht if I can possibly remove them. The lock might take the load, 20mm steel plate might take the load - but my guess is most boats are built to be in marina?? not to take the full ooad of an anchor chain at 35/40knots. The snatch load on a, or from a, chain is much higher than you are suggesting. There are 2 snatch loads, that from yawing (sailing at anchor) and that from waves.
We find, using a bridle, that first one side takes the load then the other - the 2 arms only share the load when the yacht moves though the centre 'point'. But a bridle helps to steady the yacht - it reduces the swing and veering.
But if you guys all bow out and head to a marina when it gets breezy then the question or debate is academic.
One day that option might not be possible - maybe then you will wonder if you might have advantageously used a decent long snubber or bridle. You might also wonder how it works and how you can size for your yacht - too thick a snubber - there is insufficient elasticity, too short there is insufficient elasticity. As I mentioned those rubber snubbers, like dog bones - each is equivalent to about 2m of nylon (basically an expensive waste of time). Try to get more out of them by adding more wraps - they snap.
We had a gale through Sydney early this morning, all the coal ships (there can be a queue of 40 of them) sitting to load outside Newcastle, will have been ordered off the anchorage (its simply the bit of coast off the harbour and no shelter at all, about 40/50m deep). These ships take 100,000t/200,000t (maybe more) of coal to China, Japan etc - we have had too many ships on beaches - they no longer leave it to chance and the inadequacy of commercial vessel ground tackle. HMS Ark Royal when at anchor had one officer specifically tasked to watch drag. The ship slowly dragged back and at a specific point engines were started, anchor lifted, she moved forward, dropped anchor and the sequence re-started. Common practice - but does not engender a decent nights sleep (unless you employ crew). The other problem is that the anchors of commercial vessels break, but that is another story.
And for us there are possibly better ways and as elasticity and dampening loads is not something to be considered we can agree to disagree.
Good luck
Jonathan