sarabande
Well-Known Member
for a standard fore and aft mooring, or single buoy mooring it seems that some of the newer polysteel ropes are finding favour.
Polysteel has many advantages:
greater strength for the same diameter
floats
lighter weight
UV resistance
and some disadvantages:
longer splices needed
lower melting point under load
less elongation under snatch loads.
It's the last item under present consideration.
Typically, for a boat moored to a single buoy (assume a distance of 5m between the buoy and the cleat on board, for braidline nylon rope, a load of 50% of WLL results in a 20% elastic/visco-elastic extension; thus giving an extension of 1m. (Load figures are for steadily applied load BTW, not for snatch loads experienced under strong tidal and wind conditions).
For polysteel rope, typical figures for the same load (WLL) are IRO 2 to 5% extension. However, for the same load as the braidline, the extension will be <2%, so around 0.1m
I'm trying to exclude from the assessment such prudency factors as securely fixed cleats and and a true running fairlead between the cleat and buoy (often a source of heat degradation, apparently).
Two questions:
1 Given that the buoy (or buoys for F&A mooring) provide a certain, generally unquantifiable, amount of movement under shock load, how important is is that a mooring line should have a large extension factor ?
2 Are you happy to have a polysteel mooring line of considerably thinner diameter (say, 14mm) against a nylon line of 20mm, for a similar breaking strain ?
Polysteel has many advantages:
greater strength for the same diameter
floats
lighter weight
UV resistance
and some disadvantages:
longer splices needed
lower melting point under load
less elongation under snatch loads.
It's the last item under present consideration.
Typically, for a boat moored to a single buoy (assume a distance of 5m between the buoy and the cleat on board, for braidline nylon rope, a load of 50% of WLL results in a 20% elastic/visco-elastic extension; thus giving an extension of 1m. (Load figures are for steadily applied load BTW, not for snatch loads experienced under strong tidal and wind conditions).
For polysteel rope, typical figures for the same load (WLL) are IRO 2 to 5% extension. However, for the same load as the braidline, the extension will be <2%, so around 0.1m
I'm trying to exclude from the assessment such prudency factors as securely fixed cleats and and a true running fairlead between the cleat and buoy (often a source of heat degradation, apparently).
Two questions:
1 Given that the buoy (or buoys for F&A mooring) provide a certain, generally unquantifiable, amount of movement under shock load, how important is is that a mooring line should have a large extension factor ?
2 Are you happy to have a polysteel mooring line of considerably thinner diameter (say, 14mm) against a nylon line of 20mm, for a similar breaking strain ?
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