If we have a uniform taper 8 inches long, only the last inch of the taper would drop below 3 strands thickness. We'll ignore that for the calculation of splice holding ability, and just to be conservative, we'll ignore the second-to-last inch as well. We now have 6 inches of uniform taper, the small end of which is 6 strands thick. We know from the previous experiments that this is plenty thick for the cover to grab it securely when the cover is under tension.
Is it necessary to make some sort of special calculation for the tapered section of the core, or does it behave just like the untapered part? Surprisingly, perhaps, it behaves exactly like the full-diameter core. The reason is the standard treatment of friction is only concerned with force and coefficient of friction, not area. For a given compression force, the size of the core, within broad limits, does not matter. Thus an inch of tapered section will behave just like an inch of untapered core. The analogous problem of the rope around a post is similar: neither the size of the rope nor the size of the post are relevant.
This is good news for the math weary: our problem is now as simple as it's going to get--figure out the numbers for a simple splice with a 14-inch bury of full-diameter rope.
For anyone who makes their own splices this is a valuable piece of info. The taper in the buried core does not weaken the splice, and it is not there just to give a smooth transition from fat splice down to normal rope. All of it, except for the last inch, is a fully functioning load bearing part of the splice.
Is it necessary to make some sort of special calculation for the tapered section of the core, or does it behave just like the untapered part? Surprisingly, perhaps, it behaves exactly like the full-diameter core. The reason is the standard treatment of friction is only concerned with force and coefficient of friction, not area. For a given compression force, the size of the core, within broad limits, does not matter. Thus an inch of tapered section will behave just like an inch of untapered core. The analogous problem of the rope around a post is similar: neither the size of the rope nor the size of the post are relevant.
This is good news for the math weary: our problem is now as simple as it's going to get--figure out the numbers for a simple splice with a 14-inch bury of full-diameter rope.
For anyone who makes their own splices this is a valuable piece of info. The taper in the buried core does not weaken the splice, and it is not there just to give a smooth transition from fat splice down to normal rope. All of it, except for the last inch, is a fully functioning load bearing part of the splice.