Daniel
Carpal tunnel level member
- Location
- Suburban Philadelphia (Wayne)
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So 10k in CAD is about a cuppa right? If that’s the case, man that sucks for the learning just to adapt it into Arboriculture. I guess I’d still look around, I’m sure there is some backwoods knuckle dragger gypo like Rico up your way. Perhaps, this is just to become a certified feller? What about other jobs in the woods? Perhaps you could partner up with someone to be their mule. Pack saw, fuel, wedges, axe, in for them. You don’t actually need too much time behind the saw, just first hand observation, drive wedges, lookout for hangers, and see what they do and why.Do you fine felling folk have any other suggestions on readable felling material?
I noticed a mention of “Professional Timber Falling” by Mr. Douglas Dent which I’m looking into.
What other books would you consider essential for tree felling ?
WordIf you are going to be a fkn tool.....be the sharpest one in the shed!
Judging by that cut I would say no, but what the fuck do I know?Rico, do you think I cared how the stump (45' tall) looked?
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So 10k in CAD is about a cuppa right? If that’s the case, man that sucks for the learning just to adapt it into Arboriculture. I guess I’d still look around, I’m sure there is some backwoods knuckle dragger gypo like Rico up your way. Perhaps, this is just to become a certified feller? What about other jobs in the woods? Perhaps you could partner up with someone to be their mule. Pack saw, fuel, wedges, axe, in for them. You don’t actually need too much time behind the saw, just first hand observation, drive wedges, lookout for hangers, and see what they do and why.
Hands on is great, but there is little trial and error. Meaning once that saw is in your hands you’re on your own. Learn by watching, asking questions, and adapting it to your Arboriculture a peice at a time. Surely you don t need to do the certification process as a timber feller.
Not much, but you make it up anyway...Word
Judging by that cut I would say no, but what the fuck do I know?
Even with all that room it appears that you managed to hit the only structure within reach.
Super-duper awesome job buddy!
Not much, but you make it up anyway...
Swinset was history, so were the maples... customers just bought the house... neighbors got a survey and said get rid of the tree... if I damaged the maple I would have to remove the rest of it... swinset stays as it is....
I’ve considered moving to another country to build up my 2 years and then challenging the exam here. Felling abilities is one of my biggest downfalls in my arboricultural skillset.
$10k-11k gets you the initial 30-days training program (10 in class, 20 outside) and then you complete a working 180-day apprenticeship. Seems bass-ackwards in my opinion as well. I might just look for an arboricultural outfit farther out in the rural areas where they might take on more felling projects
Do you get paid for the apprenticeship?
Trainer Tony, am i really reading don't teach tapered hinge?
Sorry if i got it wrong;
but to me that would be like saying aligning a pillar to more under the load in wodden box wouldn't make better geometric support.
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The Tapered Hinge has it's own MA per amount of fibers x tension per fiber x leverage distance from hinge pivot(most compressed fibers) as control/effort/ballast against likewise collective Center of gravity load x distance, both affected by their geometries as they meet at central pivot.
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This is a see-saw balance of load (CoG)/pivot (compressed fibers of hinge)/controlling work done by tensioned fibers in barest schematic; then distance/angle multipliers. All else is fluff of distraction, hitchpoints as well as windsail etc.
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We aren't creating MA with Tapered Hinge really, as so much not being belligerent enough to remove the pre-existing MA that is already keeping the tree from not going where you don't want it to go. To be clear,that is my own biting sarcasm/mantra to self am offering!
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A Tapered Hinge simply offsets the controlling tensions to the offset load to side, so i think is most mechanically correct to clean balanced movement. Balanced load/ balanced control, off balanced load/ offset control to balance is rule in all mechanix i think. Step Dutchman is later correction, but to same mindset of offset load, to offset correction. Not generic control to offset load at such extremes. You shouldn't buy anything that is made that way!
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Dent's prescriptions do work, make mechanically logical sense when compared to other mechanical support things, totally consistent to architecture and engineering from what i've seen.
In smaller scale, but much harsher angle; work out very well on horizontal sweeps in tree etc.
Tapered Hinge WOULD NOT WORK POINTING OPPOSITE DIRECTION, possibly catastrophic.
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Same tree will fold FORWARD with same loading/wedge push/rope pull FORWARD at a certain hinge resistance (point of just not enough to leverage support) to allow travel across hinge.
Within the allowable hinges that fold forward on the same total load we can arrange fibers different to counter the sine/SIDEWAYS force against the cos/column path of fall.
Really the compression pivot doesn't need physical connection just contact to be most loaded pivot(like if Dutchman pinches shut). But besides the standard pivot most compressed fibers serve,they are also anti-swing to other side. So,really the tension fibers, that must be physically connected are the total control before faces slap, as hinge rides pivot are most critical (assuming solid pivot). Hinge is not generically loaded inside because is all wood colored outside. i think forces are as i color them, because i think that is how mechanical forces are in all things, once again trees just larger example.
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This IS engineering, it is about balance and mechanical logic.
Engineer simply would not use a finite amount of materials to build a strip hinge as generic support of specialized loading.
We shouldn't either for a temporary one time use support hinge ushering tons.
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In side leans, Tapered Hinge better holds against side loads on 1 axis, as allows passage on other axis. The re-arraingement of fibers to same forward resistance while geometrically optimizing against the sideward forces. The load and control both have pulls modified by their distance and angle geometries from and across a common, most loaded pivot.
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Hope that wasn't too harsh.
All these years and here it is again.
I still say bull shit.
Let me be crystal clear. I have not nor will I ever teach or use this technique on a arborist production work site. It was bull shit when the article came out, shitty pictures and all, and it’s B. S. now, lacking effect, perdictibality and flys in the face of most if not all safer felling practices.
Tony
Sgriff officially has the 2 bests posts on this gawd forsaken thread.Gheesh....![]()