chris_girard
Branched out member
- Location
- Gilmanton, N.H.
I believe its pretty common knowledge among tree riggers that if you’re rigging a load with an overhead anchor point (such as an arborist block/pulley) and you’re using a double braid lowering line, that it’s a good idea to remove as much slack as possible from the line by pre-tensioning it with the GRCS. This will reduce the amount of dynamic loading that occurs (once the cut is made) and in effect make it a static load.
Now, if you use that same double braid to block down the trunk wood, how much do you want to pre-tension it? Assume a worst-case scenario where the load will be snubbed off and not allowed to run.
I know that you do want to take some stretch out of the line to reduce the distance of fall and dynamic loading that will occur, but if you remove all the slack (or most of it), in effect your double braid has now become more of a near zero stretch full static line, which in a dynamic rigging operation is REALLY BAD for all components of the rigging, including the tree.
Now, if you don’t take any stretch out of the line, the load will run a little further and decelerate slower (which will reduce the load) by using some of the elongation properties in the line.
Obviously this is all theory and not practical to try and quantify, but I was just curious as to how much tension others apply to their GRCS when blocking down trunk wood and what the different implication can be.
Now, if you use that same double braid to block down the trunk wood, how much do you want to pre-tension it? Assume a worst-case scenario where the load will be snubbed off and not allowed to run.
I know that you do want to take some stretch out of the line to reduce the distance of fall and dynamic loading that will occur, but if you remove all the slack (or most of it), in effect your double braid has now become more of a near zero stretch full static line, which in a dynamic rigging operation is REALLY BAD for all components of the rigging, including the tree.
Now, if you don’t take any stretch out of the line, the load will run a little further and decelerate slower (which will reduce the load) by using some of the elongation properties in the line.
Obviously this is all theory and not practical to try and quantify, but I was just curious as to how much tension others apply to their GRCS when blocking down trunk wood and what the different implication can be.