eyehearttrees
Not a new Member
- Location
- Tampa-Area
As title asks 
Recently took a rather large (relative-to-tree) top from a Live Oak and was amazed at how it changed the integrity of the trunk, from my "safe space" (a fork/union around 30' aloft) I could now easily induce some wobble in the trunk....now the whole plan of a quasi-normal "rig sections of trunk to the trunk itself" dismantling worries me since I've changed(damaged) the trunk's strength...
(for context, the top I took was a leaning top that was on a leaning trunk, it was felled in the direction of its lean and it was only gently roped IE I did butt-tie it to the trunk below where it was cut but the top was allowed to fall freely, the rope was merely to prevent the butt from going somewhere undesirable once the top/tip settled into the eath, didn't want the butt flipping 20' to the left and hitting something)
Humboldt notching seems an obvious move, since during Moment/hinge-action the two faces would 'close/touch' in an angle that lets the top 'slide' off, instead of the "pivot off" you get with traditional notching....
Am also guessing it'd help to induce slower/gentler falls (ie use wedges), versus "gunning through the hinge" and letting the piece begin fully-unemcumbered descent when its still nearly upright (my understanding is that it's either 30deg or 45deg into the fall that the piece exerts the most force onto the trunk/stump it is falling off of)
What about notch depth? What about notch angles? Does it change based on medium V large trees?
Thanks a ton for any advice/insight here
Re that tree that I weakened, I can't just bomb the rest of the pieces and at 30' on a compromised stem I'm not experienced enough to gauge whether it's still OK to rig-from the spar anymore so I'm gonna be rigging "side ropes" to the pieces, literally tethering the to-be-cut pieces to adjacent trees, so that when they hit the ground they shockload nearby trees (ideally it'd have been a vertical speedline from my spar, but there's a fence directly below....which makes it suck even more because I want the pieces to 'push off' the spar so they clear the fencing better, but would rather be fixing the fence than be on a spar that gets pushed over
)
Recently took a rather large (relative-to-tree) top from a Live Oak and was amazed at how it changed the integrity of the trunk, from my "safe space" (a fork/union around 30' aloft) I could now easily induce some wobble in the trunk....now the whole plan of a quasi-normal "rig sections of trunk to the trunk itself" dismantling worries me since I've changed(damaged) the trunk's strength...
(for context, the top I took was a leaning top that was on a leaning trunk, it was felled in the direction of its lean and it was only gently roped IE I did butt-tie it to the trunk below where it was cut but the top was allowed to fall freely, the rope was merely to prevent the butt from going somewhere undesirable once the top/tip settled into the eath, didn't want the butt flipping 20' to the left and hitting something)
Humboldt notching seems an obvious move, since during Moment/hinge-action the two faces would 'close/touch' in an angle that lets the top 'slide' off, instead of the "pivot off" you get with traditional notching....
Am also guessing it'd help to induce slower/gentler falls (ie use wedges), versus "gunning through the hinge" and letting the piece begin fully-unemcumbered descent when its still nearly upright (my understanding is that it's either 30deg or 45deg into the fall that the piece exerts the most force onto the trunk/stump it is falling off of)
What about notch depth? What about notch angles? Does it change based on medium V large trees?
Thanks a ton for any advice/insight here







