dom
Well-Known Member
Polite question, why would you want any stretch at all in a preventer? Sounds arse about tit to me.
It avoids the requirement to have the preventer done up bolt tight.
Polite question, why would you want any stretch at all in a preventer? Sounds arse about tit to me.
It avoids the requirement to have the preventer done up bolt tight.
Does it sounds like I am trying to fabricate a reason to go to the GO store?
* Rigid non-stretch rope and it could not have happened. *
Why wouldn't you want it bar tight and rigid, set up by swigging the mainsheet? Preventers are long, I have seen a (heavy-ish gaff) boom accidentally gybe as the preventer stretched, and the stretchy preventer contracted after the boom gybed, flicking it over the other way like a Roman seige engine. Must have hurt the shrouds or chainplate fastenings, it made it shocking noise.
Yes the helmsman's mistake, but:
* Rigid non-stretch rope and it could not have happened. *
Very true, good points.Trouble is, the boat may still have gybed just that the boom wouldn't have swung across the boat in the process. This would possibly still lead to injury as the boat goes all crazy instead of just the sail. Another alternative ending is that the non stretch rope does its thing and the deck fitting fails due to the excess stress, rips out it's bolts and slaps some unwitting crew in the face with a cleat. Ideally a preventer is just to stop the boom swinging about due to wave motion rather than to actually prevent a gybe - that being the job of the helmsman.
jerrytug
Registered User
Location : Falmouth
Not just a bit ...far far too stretchy!
What? They are elastic. The UIAA standard for the number of falls of Factor 1 that a climbing rope will stand is marked on the end of each length. It's up to 11 for a full weight rope.
Thanks. They do deform plastically though - that's why the number of falls is limited. Each one puts a bit more permanent extension in the rope.
I wonder what would happen if one used such a rope as a halyard: would it find a maximum extension length, or would the core keep on stretching until all of the pressure was borne by the braid which then snapped?
I used a halyard for a climbing rope, it doesn't stretch.
few years ago I was foolish enough to use an old climbing rope as a genoa sheet. It snapped half way across Lyme Bay in a F5, presumably because all the elasticity had been removed by being under continuous tension. Conversely using a non stretch rope as a climbing rope has a high probability of causing serious injury if one falls as all the energy will be absorbed by the falling climber rather than by elastic deformation of rope. Simplistically a longer fall on a climbing rope is "softer" than a short fall with a small amount of rope between the climber and the belayer. I used to practise falling off at the indoor climbing wall .. and big falls are definitely more comfortable than short ones,providing nothing is in the way and there's no abrupt stop on the floor.
If Go Outdoors have some cheap static rope (or semi-static, tends to mean the same thing) that might do for you. It is low stretch for abseiling and jugging up. It tends to be a bit more expensive than regular climbing rope - niche product. A caving shop would be a good place to buy it as they use vast spools of the stuff for descending potholes.
.. and big falls are definitely more comfortable than short ones,
All depends on the fall factor - a 100 foot fall on 100 foot of rope is the same as a 2 foot fall on 2 foot of rope: Both are Fall Factor 1.
The most you can have is Fall Factor 2 when climbing, and that is if you fall while lead climbing and have no gear placed. For instance you could have lead out 10 foot from a mid stance (not the ground) and have a 20 foot fall on the 10 foot of rope in use. Same loads as if you lead out 100 foot and have a 200 foot fall.
If you go on the DMM website they have lots of video of different fall factors being arrested by both dynamic and non dynamic (static) ropes and slings. The most static type of slings are made of Dyneema (Spectra) and you can see that a 80kg person will break a 2.2 kN (2 ton) sling with a Fall Factor 2 drop of only a couple of feet. It's put a stop to people using them as 'cowstails' thinking that Dyneema is 'strong'. But strong is not all there is to it.
Even with leading on a climbing wall, you can not get Fall Factors 2 as you will hit the ground as there are no (precious few) intermediate stances. As you go up the wall the Fall Factors rapidly decrease. On the mainwall at Kendal, if you were 3/4 the way up the at 20 metres and fell whilst try to clip a bolt above your head, you would have 20 metres of rope out plus 2 metres of slack trying to clip, so 22 metres of rope in use and you would fall the metre above the previous bolt (X2 plus the slack) which is a 4 metre 'whipper'. Divide 4 metres by the 22 metres of rope and you have a Fall Factor of less than .2 (dramatic but hardly testing the system and almost unnoticeable on your waist and thights).
The other factor which determines the load actually experienced by the climber, rather than absorbed by the system, is the thickness and make up of the rope. All residual loads are now quoted for every rope. Thinner ropes are usually more gentle but more prone to sharp edge cutting and stone fall, whereas thicker beginners ropes are more durable, tough but less shock absorbing.
Interesting; I've seen climbers at my local gym doing practice falls and you're right, in fact one can visibly see the absence of a snatch stop. As an aside I think climbers are extraordinarily fit, one of them shot up my mast with some ascender duberrys in what seemed like about 30s! He only wanted to have a look around!!