Few links:
Bit more iteration on the side guy line concept, with the objective of keeping it constant length/tension during the fell.
Straight vertical tree - guy line 90 deg to the fell direction, the giant fictitious plastic right triangle is easy to apply, pivot the triangle on its bottom edge, top tip traces the trunk fell arc to landing, the hypotenuse is the guy rope, the bottom edge is straight line from your hinge to the guy anchor, hinge is cut regular perpendicular to trunk axis
Side lean away from guy (wouldn't guy towards!) - If I've got Dan right, you hold the giant right triangle against the leaning stem (perfect side lean 90 deg to intended fell lay) now to keep the hypotenuse length constant during fall arc the triangle base is angled up not parallel to the ground, I interpret Dan's rule as 5 deg lean = triangle base 5 deg up from level so the anchor is some number of feet up the anchor tree to achieve the angle, and the hinge is cut regular perpendicular the the trunk axis which makes it aligned to the triangle base pivot axis, so the hinge and guy line arc agree with each other. I could call this the guy line elevated anchor point method (?)
Side lean away from guy (wouldn't guy towards!) - I'll call this the normal guy anchor plus angled hinge method - this time your giant fictitious triangle isn't a right triangle, it's e.g. 95 deg so the base edge goes parallel to the ground from the guy anchor to the hinge, the "vertical" edge goes up the leaning trunk and the hypotenuse (guy rope) just goes from the leaning trunk to the guy anchor per normal. The hinge is cut NOT perpendicular to the trunk axe but instead e.g. 5 deg off axis instead aligned with the bottom edge/pivot axis - so it agrees with the arc made by the guy line. The only functional difference is the arc and landing location of the triangle top tip, a bit further out.
The objective or achievement of these strategies is maximum agreement of the the felling arc and the bending axis of the hinge for maximum reliability and no excess forces or slack or force jolts (catching/correcting fell arc mid fall) during the fell.
I'm hoping I've reinvented or re-described knowledge that's already out there in a book somewhere. Seems pretty logical, must've been done already.
Pull Rope Height - what is optimal?
Continuing from another thread about the difference between basal vs. canopy anchored pull lines for dropping trees, here's another question: If I have a tree being felled and I want to pull it over using a rope tied directly to the trunk up top, assuming that I'm pulling on level ground, from...
www.treebuzz.com
Physics Question: Basal vs Canopy Anchor Forces
When setting a line in the tree to use to pull it over, what is the difference in forces between a basal or canopy anchor? In an attempt to be more clear: say you set 2 lines 60 ft up two identical 100 ft trees and then pull on them from 150 ft away one is tied off just above my notch and one...
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Another physics spinoff question - back leaning
So far we've solved for three cases of puling a tree over' First was set distance from the tree, what height/angle to set the rope. (diminishing returns) Second was set height in the tree, what distance/angle to place the winch. (diminishing returns) Third was fixed length of rope, what...
www.treebuzz.com
Bit more iteration on the side guy line concept, with the objective of keeping it constant length/tension during the fell.
Straight vertical tree - guy line 90 deg to the fell direction, the giant fictitious plastic right triangle is easy to apply, pivot the triangle on its bottom edge, top tip traces the trunk fell arc to landing, the hypotenuse is the guy rope, the bottom edge is straight line from your hinge to the guy anchor, hinge is cut regular perpendicular to trunk axis
Side lean away from guy (wouldn't guy towards!) - If I've got Dan right, you hold the giant right triangle against the leaning stem (perfect side lean 90 deg to intended fell lay) now to keep the hypotenuse length constant during fall arc the triangle base is angled up not parallel to the ground, I interpret Dan's rule as 5 deg lean = triangle base 5 deg up from level so the anchor is some number of feet up the anchor tree to achieve the angle, and the hinge is cut regular perpendicular the the trunk axis which makes it aligned to the triangle base pivot axis, so the hinge and guy line arc agree with each other. I could call this the guy line elevated anchor point method (?)
Side lean away from guy (wouldn't guy towards!) - I'll call this the normal guy anchor plus angled hinge method - this time your giant fictitious triangle isn't a right triangle, it's e.g. 95 deg so the base edge goes parallel to the ground from the guy anchor to the hinge, the "vertical" edge goes up the leaning trunk and the hypotenuse (guy rope) just goes from the leaning trunk to the guy anchor per normal. The hinge is cut NOT perpendicular to the trunk axe but instead e.g. 5 deg off axis instead aligned with the bottom edge/pivot axis - so it agrees with the arc made by the guy line. The only functional difference is the arc and landing location of the triangle top tip, a bit further out.
The objective or achievement of these strategies is maximum agreement of the the felling arc and the bending axis of the hinge for maximum reliability and no excess forces or slack or force jolts (catching/correcting fell arc mid fall) during the fell.
I'm hoping I've reinvented or re-described knowledge that's already out there in a book somewhere. Seems pretty logical, must've been done already.










