Originally Posted by
Mouseskowitz
The question I would have is strength of spicing vs knots. I'm not sure what type of splice Benny is using and its % strength. This issue with knots and amsteel is that you need a 8:1 bend radius to retain original strength and a square knot comes no where close to that.
Obviously knots don't degrade amsteel to the point of failure for our applications, at least I haven't run into any talk about it yet. But I'm just thinking the margin of safety isn't anything close to what most people would assume it is. I haven't been able to find any rigorous testing data on this subject as the groups that tend to testing (climbers and such) just say don't tie knots. So, all I have to go on is anecdotal accounts of logger and such tying knots and having failure as low as 30% of rated strength.
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