Need help deciding on a heavy-duty rigging setup..

@Birdyman88 Thank you for all the math! It’s been a long time since I’ve done those types of calculations, and I’ve forgotten too many of them... I shall have to do some refreshing now.

On the note of gear purchasing without the Big 3, check out Gap Arborist Supply. Also, consider using Sirius bull rope, it’s less expensive than some and has held up really well for us. We use it all the time, and sometimes on some rather heavy pieces without any problems, and it seems to be reasonably forgiving of new groundies. It’s also very knottable and generally unties fairly easily even when it’s been heavily loaded.
 
+1 in the Sirius..
I think i can get the yellow 16mm for like.. under a buck a foot last time i looked.. & 20mm for $1.39?
Whatever it was, it was $60-$70 less per hank than the "big 3".. as Reach would say..
 
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Have done similar to shown with carabiners together in sling (tighter bend for smaller loads on softer ropes), even spread for softer arc for larger loads etc. Contact radius in round device gives friction not contact distance.
Just using friction as a variable, lower frictions used here to just take initial brunt , metal can be heat sink against heat buildup.
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High friction at redirect point reduces control side/leg tensions to reduce loading on redirect.
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Used to have huge shackle wet ground numbers off of , and had pin/cotter key (hence some of my pin/cotter key imagery in knotting) for heavier rigging with friction between pulley and limb ratings, and could act as heatsink; aluminum more jealous metal, grabbing heat more evenly across more quickly from neighboring position; thus preferred in cooking, like softer copper that also heats evenly, cast iron too but is more brittle etc. for this job.
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Also as sling with carabiner at either end in Clove with the cross on TOP of the limb, not in normal side position, nor crossed under limb, but on top/opposite load pull ; long enough so that carabiners clear limb underneath but try to have some space apart for total spread distance. Not for heaviest loading but very workable to same theory in smaller, within power band for that bend/deformation.
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Sometimes go thru eye/ring/shackle/krab device then some metered wood friction after, at same height/angle, for higher angle lifts off of device frictions, lower doesn't reduce loading to control leg. So look for same height or angled lower , dot or 2 of wood friction rub to take some more spikes out of force after device takes peaks. Not enough force nor distance nor turns to concentrate heat build up on wood insulator. Just a dab here and there, it all counts. Another reason for carrying sling/krab sets are just to bend lines slightly to and from 'friction trails' against wood. Have to watch this value more if looking to control fall load faster, just not letting speed build too fast so can snub out final force into ground etc. Preset sling/krab to line trail near climber gives climber ready handle to increase or decrease high frictions on the fly or um drop! Free fall part of force not pulling on frictions, only restricted part of force. careful with speed, in E=MCsquared; speed is the squared variable slight increases in acceleration give greater and greater EXPONENTIAL force increase, just like squared promises..
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Rope choice is connection element, with elastic dampening per length of rope in system at peak hit. Rope choice, can make or change whole game just like load weight, frictions, run etc.
arbormaster.com/uploads/files/Samson Arborist Rope Technical Information.pdf

edit:some rope tests standards REQUIRE 5-6 pulls to prove strength, resilience, absorptions etc. on 5th round not 1st pull/drop to assign rating. At the high end of usage, can run past ceiling of power band and be with no headroom; even doing everything the same to the same, successive hits to same line handle differently, as the rope is changed some of which can be slowly recoverable, some perhaps not. Especially when support is pure down vertical trunk column of no give (vs. other angles and positions that framework of tree takes some of the beating for rope, that pure trunk column won't).
 
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20k is pretty freakin strong. It’s good for swinging around 2k logs, which is a huge amount of weight.
Unless your in a situation where you HAVE to go big just take smaller pieces.
Ya it really, really is!! Have spent some time since posting researching what other guys are using / what they're doing with what cordages and just reading forums&retailers'-sites, the two things that struck me are:
1 - as usual I was over-worrying, actually even entertaining the 3/4" polydyne (26k lbs) was kinda dim as my anchoring wouldn't be strong enough to make-use of it, the 5/8" (19k lbs) is a perfect fit for the 3/4", average break 24k Tenex sling I've got, am still unable to find any generalities/rules-of-thumb for how much bigger a sling should be than a rigging line, *obviously* this varies wildly as any SWL/WLL figures inherently will, but for 'regular' setups where you're using 1 canopy anchor w/o redirects, I'm guessing that 25% stronger for the anchor is a good minimum, which I'd just-barely fit into with the 5/8" Polydyne (19k line running through 24k anchor-line)
2 - the lack of ease-of-comparison in the ropes-retailing arena completely sucks, you have to go back&forth to do any worthwhile comparisons am was genuinely considering making my own spreadsheet so I could actually do comparisons but in running the #'s I found that Yale's Polydyne just seems to be the greatest I mean you can get it in 5/8" and it'll be stronger than 3/4" Stable Braid (and Stable Braid is more expensive, I don't mean per-poundage I mean even 5/8" Stable Braid costs more than 5/8" polydyne it makes no sense) It's got 3% stretch, among the stretchiest, it just seems a no-brainer to go with this line over all others to the point that I'm genuinely confused why it's not being used by 9-outta-10 guys, or how anyone could purchase any Stable Braid when this is available...the only reasons I've found to deviate from this line - and I'm open to / invite suggestions of any sort - would be to go for the larger bounce (4.5% elasticity) from Atlas which thankfully has that near-20k strength in 5/8" diameter lines, or to go for the Sirius line from Teufulbrg to get those evenly-spaced distortion-bands, those are amazing I'm surprised that there's not WAY more patterning on bull ropes as such aesthetic aids in seeing distortions.

Very surprised I cannot find any meaningful information on elasticity, really I would like to splurge on the Teuflbr line but to get that ~20k strength I have to pay over 10% more and carry a rope that's nearly 50% heavier, it's surprising how much stronger the Polydyne is and it's telling that Yale chose to up the elasticity from their Double Elasteron line when making Polydyne (and that people who use Atlas seem to be especially in-love with their rope, Atlas being substantially stretchier than any other lines in the magazines at 4.5%)
I mean, dyneema/amsteel has very little stretch which is why common sense dictates you'd only use it for winching, guy-wiring, stuff like that where the load is static and there's no chance of significant bounce, people 'get' that, yet for some reason the response to bull rope elasticity is "the stiffer the better", I know nobody's come out and said that but it may as well be the case I mean jeebus the average climbing-line-elasticity on the market is HIGHER than average rigging-elasticity, the disparity is significant enough that you don't even need to use a calculator to see it, I just can't reconcile this concept, I can't "devil's advocate" a case where you'd want a general-purpose rigging line to be more on the static side than the dynamic side, I get that 10% would feel sloppy and take a lot of control away from you/your crew but I'd have at least expected them to be stretchier than climb-lines, am going to do another googling session today to try and find why Stable Braid, the most-static at 1.1%, is considered a good quality line, so confusing!!
Maybe production riggers are viewing this as an area where you have 2 lines and you use the right one for the right situation, IE you have Stable Braid for super precise control when you're lowering thing, and you take out your Polydyne when snubbing logs / blocking down a spar, that'd make sense although I've yet to hear of this distinction, most seem to get general-purpose rigging lines that they use for both static & dynamic rigging. The only drawback to elasticity (within reason, say <5%) that I can fathom is speedline/zipline performance, there'd be inherent sag due to the stretch but I've never had to make a line that needed to be tight, just strong enough to guide the sucker into the DZ, am continually impressed at what these ropes can do/handle!!

Seems like the only other thing I'll need for this round of purchases is some kind of bollard, the Safebloc is great but isn't enough friction for what the ropes will be handling, the idea of paying well over $100 on a simple steel-tube really bothers me so intend to see if my buddy is able to weld me some beasty, larger unit for comparable price otherwise I'll go with the RC-Stein unit (to support Reg Coates, my favorite youtuber!) Was truly amazed at how much force you can manage with just the Safebloc, surprised this guy's not far more popular by now, am getting at least one more for myself and plan to use it in almost every case from now on (it's my only way to rig on a spar although if I had a crotch to use my 3-ring x-sling I would be slipping the Safebloc into the system as a basal anchor)
 
@eyehearttrees

That video link screws up the normal flow, IMO. Clogs the page, and might make it harder to download the thread for people.
Fixed, my apologies I use script blockers that didn't show it on my end, I'd thought I just had the url hyperlinked until I was checking a thread from another computer and saw it, I rushed to my machine (where I was logged-in) and changed it immediately (embarrassing, didn't mean to have a giant screenshot in my sig am actually surprised the software even allowed it)
 
First off, don't try to do too much at once. Learn one skill at a time. Master that skill. Then add on other skills. Spider legging and balancing is totally different than negative blocking. Can you use some of the same equipment. Yes, totally. But it is different forces involved.
As far as negative blocking. Go to Wesspur.com. Look at rigging kits. Buy one with 5/8" stable braid, block, port-a-wrap and slings. This will allow you to rig nice size (100-200lb) pieces easily and safely. I have used on even larger pieces but I always check my physics first.
Stay away from treestuff. Ever since Sherrell bought them out service and delivery has tanked. Shame because they are not far from me.
Stick with a kit to start as the pros put these together to work. Don't try to recreate the wheel.

Sent from my SM-G892A using Tapatalk
 
At least that's how I've interpeted the majority of wll stuff. To be honest, it's way way deeper than what i just mumbled & a much deeper understanding is required in order to be safe. If you find yourself questioning the very basics of this equipment... or have never done this stuff, it's probably not a good idea to go as big as your thinking of going.. Shit goes sideways so fucking fast my friend...
It is far far deeper than what you've mentioned, for sure, not just in terms of specifics (varying trees & unique situations) but even in terms of your overall conceptualization of SWL/WLL, I can't recommend the link in my sig for rr668 enough it is an outstanding paper (the length isn't "accurate" as the last 1/3rd of the thing is sources and a product-catalog/listing appendix, the actual text is under 300p)

(as to your concerns, however much genuine concern can be mustered towards a total stranger on a message board, thanks for the heads-up. To eliminate any doubt, I should be clear that my intention isn't to get this rope in-hand and start trying to use it to its maximum, as with all things I practice at home and work my way up safely, love the "no fuck-it cuts" mantra and it applies to anything ie "no fuck-it rigging setups" and it's a concept I live by when doing this stuff, I'd never ever rig up a section or cut something that I wasn't extremely confident that I knew what was going to happen, what could happen at worst, and how to handle it in all cases...am not trying to leave this area so soon!!)


Either way, the working load limit is the working load limit I'm my opinion.. idc if it's static or dynamic, I'm not trying to push past it.
This is very dangerous thinking IMO, I've yet to see if someone's quoted the formula for actual peak-force generated on the rigging-line when snubbing a log, I've gotta imagine though that you are personally aware that a 100lbs log can quickly throw 500lbs of force after some free-fall, right?

My initial(&current) contention is that the entire concept of SWL/WLL can ONLY be applied to static(&relatively-static, to be precise here) loads, which means that if you want to do any dynamic loading (ie if you actually want to efficiently dismantle trees) then SWL & WLL are utterly irrelevant, what matters is:
- weight of your load (at peak-force when snubbing/catching logs...I imagine I'm not an outlier in that I always have my logs-weights chart and a calculator in my truck!)
- ABS of your line, and
- elasticity of your line (there are formulas that take line stretch into consideration, I really need to find them....and find-out why rigging lines are made stiffer than climbing lines, would've guessed it'd be the other way around!)



I'm not following on this..
Why have you started to lose faith in Notch's strength ratings? In your experience, what has failed to meet the expected strength rating on your equipment???

Notch isn't a separate entity from Sherrill, yet sherrill sources products, stamps a Notch logo on them and masquerades them in the catalog alongside companies like DMM, Petzl etc....I was new to this recently enough that I can remember when I totally thought Notch was a company like any other- but they're not.

You ask why I started to lose faith in their statements, to be honest I don't go into these types of considerations defaulting to having-faith I approach them as a skeptic (as any practical person should in this day&age) and, while I can tolerate some "hype marketing", any&all deception will automatically put me off of a brand, so when I found that Notch wasn't some separate entity but, in fact, was better-suited to be called "Sherrill-Gear" or something, that was more than enough for me to lose any good-will I could muster towards a generic retailer. Hype-marketing, even over-pricing glitttery gadgets (looking at you, DMM), it's still 'legit', but when there's outright attempts at deception - like sherrill presenting Notch as an entity that's independent from them - then it's fair to set your bullshit-detector to the highest rating possible....do You know how MBS&ABS are actually measured? Do you know how consistent the tests are, whether they're 3rd-party verified? This is critical to know before placing much faith in the manufacturer's own #'s for ropes in-general, however in the case of Sherrill/Notch selling cordage, that bugs me out because it's either a no-profit item for them and they're re-branding legit lines by yale/samson/etc, or they're over-posturing inferior product - it's one or the other, and in-context of a company that's doing deceptive re-brands, I'm gonna guess that the motivation for action is more about profit than altruism, would be interested in your logic if you had a case for the opposite, in my eyes it's an even more abhorrent action by Sherrill/Notch because of the characteristic of the gear, I've always maintained that it's one thing to rip someone off by overcharging $50 on a dinner at a restaurant or something but their loss is done at the end of the transaction, on things like this where you could literally have your life in their (products')hands, or things like the diet-pills I used to hawk where, sure they just threw-away their $50 by buying a bottle of caffeine pills from me but their losses don't stop at that point, they're then home with that bottle of Hydroxycut and basing things around it, or holding a hank of Sasquatch rope while running calculations on peak-load that the ~350lbs piece is going to generate when free-falling for 4.5' before hitting your Sasquatch rope----this type of calculation is useless if your elasticity & break-strength #'s aren't accurate, so for rope I was going to climb - or rig from - I would only do so with ropes I trusted, right now that is Yale & Samson, I've no experience with others or opinions on others excepting my dislike of sherrill or "notch-Co." gear.


I'd be eager to hear (from you or anyone) any info pertaining to ABS/MBS measurements, both how consistent the testing-procedure is as well as whether it's ever 3rd-party verified or only an in-house thing (if in-house only, I couldn't fathom trusting my life, or rigging a dangerously-heavy load, to rope from any company that wasn't a very long-standing producer who had to rely on proven-performance, for instance if I'd initially gotten whatever sherrill/notch's climb-line is, right now I'd be furious at them and at myself for falling for it - thankfully I'd gotten a catalogue from 4 of the biggest companies and it became obvious very fast that only Sherrill found Notch worthy of such coverage, then when I noticed "Notch's" rook pulley being identical to another I began looking into them a bit and was pissed to find Notch was an "undisclosed in-house" branding-stamp, not a unique company as-presented!)[/QUOTE]
 
[edited-to-add: I'd love if you or anyone knew of any resources that showed ropes' stretch-characteristics, as elasticity isn't even a consistent thing IE tenex has tons of early stretch and less late-stretch, I do things on the conservative side but still want as accurate-as-possible an idea of what the rope's characteristics are which includes elasticity at all ranges up through breakage]

A couple of points on what you've mentioned so far, I try not to figure out the total force when considering the stretch in rope. If you rig pieces as if using a steel cable and make sure that your within specs, then the rope stretch will only further add a cushion of safety. There's no reason to try and load your system to max each time.

I like that line-of-thought, and adopt similar ones myself in these areas, however I don't really see your method as being as smooth as it could be....I say that because elasticity is one of the major attributes contributing to the ABS/MBS #, so for you to say "I don't consider elasticity, only ABS" is a flawed statement because elasticity is part-of ABS and therefore part of consideration wherever ABS shows up. I do get the gist of what you mean though, and agree wholeheartedly with its sentiment!!

I should also add that I like to over-do things, or rather I would feel unsafe (and unethical) to not do things redundantly/over-kill, not until I can comfortably call myself a veteran at least. I'm not getting this stuff so I can push it to its max, I know some things in this thread could've given that impression so want to be very clear that I'm interested in max's NOT because I intend on using these things at 80%+ of their strength (or even 50%? lol nothing near their max's is the point!), but because knowing where they break (and how they break, thanks Mumford :D ) as precisely as possible lets me do the math then put my safety margins in (this is why I disliked the actual mechanism you're using for gauging ropes, IE by ignoring elasticity/pretending they're virtually static when doing calculations on loads, because while it IS safer than just going by your gut - you are doing the #'s - you'd be able to be far more accurate by simply acknowledging elasticity then adding your safety-margin) Stretch/elasticity is a topic I've had trouble finding good discussion on despite how pivotal it is when you're talking dynamic-loading (also can't figure out why it's preferred to have bull lines super static IE <3%, more static than our climb lines even!)
 
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My initial(&current) contention is that the entire concept of SWL/WLL can ONLY be applied to static(&relatively-static, to be precise here) loads, which means that if you want to do any dynamic loading (ie if you actually want to efficiently dismantle trees) then SWL & WLL are utterly irrelevant, what matters is:
- weight of your load (at peak-force when snubbing/catching logs...I imagine I'm not an outlier in that I always have my logs-weights chart and a calculator in my truck!)
- ABS of your line, and
- elasticity of your line (there are formulas that take line stretch into consideration, I really need to find them....and find-out why rigging lines are made stiffer than climbing lines, would've guessed it'd be the other way around!)

What do you suppose would have better energy absorption qualities, the Polydyne with it’s 3% elasticity at 10%ABS catching a 300lb piece after a 4’ fall at a 25’ high false crotch caught on portawrap, or the Stable Braid with it’s 1.1% elasticity at 10%ABS catching the same weight, same fall distance but false crotch is at 80’ height?

Amount of rope in the entire system is a tremendous factor.

Another critical consideration is how it’s all coming to a stop. The force the system sees is gonna vary so much between an experienced ground worker that knows a certain piece needs 1.5 wraps to be able to slow it to a stop with total control versus a rookie that will fit as many wraps on the device as possible “just to make sure”.
It might’ve been here that I read someone comparing it to stopping your car at a stop sign. You don’t lock up your brakes from 50mph 20 feet before a stop sign, right? You slow down before stopping. I like that analogy, makes a lot of sense to me and wish I remember who wrote it.

Strength of all components is definitely important and so is elasticity in the line, I’m not saying it isn’t, but the difference between that 3% or 1% means fuckall if you’re being bodily flung around like a muppet at the top of a spruce spar.

One last thing and I’m just curious, that Safebloc you just got? I hear they’re pretty awesome. Is there a name on it from the manufacturer or distributer?

I try to stay out of the vendors’ business and usually keep it to myself if nobody is endangered and they’re not shitting on the little guy’s superior product (*coughweavercoughcough*), and I’m not a superb businessman by any means, but I’d wager Sherrill didn’t become (arguably) North America’s biggest vendor of professional tree climbing and rigging gear by willy-nilly putting their name on inferior products that lead to injury, death, property damage, or unhappy customers.
Yup sometimes a shit product makes it onto the market, but it’s not a problem exclusive to the biggest and baddest of companies that we sometimes love to hate. I’ll bet Rock himself was pretty damn happy to have Notch make his Hydra pulley green, call it a Rook and get some more exposure to the market.
 
You slow down before stopping.

Bingo. You do that with experience at handling the rigging line... and with elongation.
Incidentally, the safety factor that you use to determine the WLL/SWL values should allow for much of the dynamic loading. You can use any safety factor that makes you feel confident things will go smoothly and safely. I use 1:10 for rigging as well as life support, and usually run a little higher, always round the SWL down (if it comes out to 610 lbs. I will call it 500 lbs. and shoot for not exceeding that) because I really, really, really hate breaking stuff. Some people do the opposite.
 
What do you suppose would have better energy absorption qualities, the Polydyne with it’s 3% elasticity at 10%ABS catching a 300lb piece after a 4’ fall at a 25’ high false crotch caught on portawrap, or the Stable Braid with it’s 1.1% elasticity at 10%ABS catching the same weight, same fall distance but false crotch is at 80’ height?

Amount of rope in the entire system is a tremendous factor.
Don't know why you'd think I'd thought contrary!! I've about finished my "HD rigging-kit" will hopefully update w/ pics of it all today but yes rope-in-system is a huge factor I mean consider a worst-case a snub-off or catching of a log w/o letting it 'run'/de-celerate, you've basically got 3 factors at play (considering ideal anchorage of course)
1 - length of rope
2 - tensile strength/tenacity of rope
3 - elasticiy of rope
So, all things being equal, you want higher elasticity if choosing between a 0.25% and 1.5% line. Obviously a 15% line would be problematic/not allow control but most of the non-arbor rope-world considers (rightfully IMO) anything <10% (10% stretch @10%ABS) as a "static" line, in arboriculture there's almost a 'norm' of pushing these impressively high *tensile*, but meh *dynamic*, rated lines....because that's the marketing ##, "tensile ABS" or MBS, hell the Bartlett's rope-comparison-chart doesn't even have a column for Elasticity lol. For instance my current(and future!!) climb-line, Mercury, an 8.5k lbs / 3.5% line kernmantle, is going to be seen as "about 1/3rd stronger" than my old line (6.5k lbs Blue Moon) however the 3.5% of Mercury, and the 1.4% of Blue Moon, means the difference in *dynamic strength* is FAR greater (hence why I'm so happy to have switched ;D )
Strength of rope and how much of it is working in your favor is what matters, I tried setting-up based on that so using 5/8" Polydyne (3.5%, 19k) as my main bull-line, I have a longer 1/2" polydyne (11k) line but the 5/8 works so much better in ring-based setups, for anchoring slings I can setup pretty much any config I'd need (and default to Safebloc as primary/terminal anchorage) [all home-spliced except the 3-x-ring sling]
- Safebloc on 3/4 TEC in 9' whoopie config
- 3-X-Rings on 3/4 TEC in 5' straight sling (one double-head side, total go-to sling)
- 1 huge Elevation Canada ring (10% wider than an XL x-ring) on 3/4" polydyne (26K), 12' straight tail
And some 'redirect' slings (and/or slings for slinging the logs themselves with when doing larger pieces or doing anything with sliding like double-whipping or vert-speedlines etc)
- (1) 3/4" thimble spliced in eye of 3/4" Polydyne, 15' straight tail
- ~4.5' long, 5/8" TEC sling I spliced as an 'eye&eye' of sorts, one eye has a thimble the other is a 5" soft-eye that takes a large D shackle when using it in choker-configuration for regular catching, otherwise the thimble can go through the soft-eye if I want metal for hanging/sliding it (or it could be used in basket config for more strength or better fit, I think the last things I'm planning to get before considering it finished are 5/8 or 3/4 TEC for 1-2 more regular / no-hardware whoopies so I can splice the end of my 5/8 polydyne bull-rope and do knotless rigging exclusively, I've made a 'rigging kit' by making loops of Mercury w/ chafe sleeves (double fisherman's) in varying sizes and for the sizes Mercury is plenty strong (I've used it as a bull rope by itself and aside from 11mm rope being annoying to hold it was just fine / as-expected for an 8.6k / 3.5% rope)

I'd been against using TEC and wouldn't have pictured myself moving my Safebloc from polydyne to TEC but the reality is I'm not going to push things past 10%ABS anyways ie if something's going to be giving peak-forces over 10%ABS for 3/4 TEC that's >2,400lbs and I'd set a 2nd anchor (actually I'd set a 2nd line) To be clear I don't push this kit in fact it's under-used as can be it's to grow into (as fast as I can but obviously I can't just go tearing out trees when not on-job!), while 10%ABS is what I'd call a good conservative "never ever go past it" rate for this gear - if for no reason other than permanent deformation/degradation/ridigity of the cordage - I'm personally not getting close to that I've broken 500lbs on a cut (while in-canopy) maybe 2-3x ever and limbing (large limbs often enough but still) is the overwhelming majority of the work I currently find as I try getting further in this area :)
 
To be clear though, if I could use Samson's PTS-12 product - a 12-strand hollow made of nylon instead of poly, with 4.2% instead of 1.5% stretch - I would in a heartbeat. I'm using TEC because the convenience of the sling config's, in the context of never hitting 10%ABS, allows it to still be more than suitable but what you mention Re length of rope-in-system I would speculate that you want an anchor 2X the strength of the bull rope but for elasticity....the same? It's a far, far shorter length of rope....but you can't have it 'bouncey' either....I'm guessing anything under 5% wouldn't be noticeable so far as stretch/bounce, that's 3.5% more elongation than TEC which over a 5' or whatever distance on a sling is going to be next to nothing. Obviously this is almost minutiae but understanding dynamic-v-static is of extreme importance, and one of the most neglected areas, of proper rigging-system setup IMO (for instance I'm still unable to understand how the Safebloc isn't FAR more popular than it is / considered a good all purpose default anchoring block I mean the reduction in peak-dynamic-forces, the reduced forces on the system(and terminal anchorage position), can't wait to get a 2nd Bloc it's the only/last piece of hardware I'd get for my kit at this point! I suspect if Sherrill weren't price-gouging so badly on it that it would've caught-on much better by this point, offering it so expensive and in just a couple configurations trotted-out over time was the worst release plan for a great product (still can't figure out how quickly DD turned over the patent on it to Sherrill, or if he's still got any input/control/etc, for instance there's a couple very obvious ways to greatly improve the Safebloc, and it should be available in at least 2 'sizes'/varieties, and all <$100 of course, in a perfect world lol! DD did say, online, that he was going to re-launch XAS or something similar but wasn't clear when --- @theXman it'd be awesome if you started updating XAS blog with teasers if you are coming back, I bet you could start teasers like 1yr out and it'd be OK because it's you ;D Reallllly hope you're still able to innovate off the Safebloc/THT platform, I won't state the obvious ways a lil extra metal could make it so much more heavy-duty, varied friction etc but whether it's you or Sherrill's Notch team I hope someone does it!!)
 
Oh--- while I'm sad to say I've yet to get good/fluid at using it, I got Samson's "Log Impact Force Calculator" which is an awesome wheel or rather set of wheels pegged together with timber species, rope type, and length of rope-in-system to get 'an answer' of peak-dynamic-force (well, "peak force") during the drop, gonna make it a priority to use it next job that's got big pieces it's the type of thing that'll be reallllly handy once it's 2nd nature/fluid to use it, it's harder for me because I use Polydyne for bull rope so can only extrapolate from the Nystron readings on it :P
 
It'll be more clear if u figure out how to convey your msg with as little words as possible with only factual pertinent information.
If you do write a novel maybe organize the info into separated paragraphs.
Chances are your kits will always be changing and evolving as you do so don't obsess on it too much.
Good luck cheers stay safe
 
In all, especially peak fores i always and all ways look for the cosine /support requirement as initial action
>>then must have room in calcs for cosine's responding non of sine force to be complete.
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Even in electric, sound, wind, water, light; the cosine wave precedes/foretells the sine wave;
that is just a slight phase-shift offset in this matched pairing.
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In the end, rope, wood, steel etc, are just conducting/linking pipe lines for these same forces.
>>air is just different medium for same wave/order than rope, wood, steel, etc.
>>are of different 'resonance' (in my imagery), reacting different to different wave levels
but always of cosine wave and then side/sine wave forces rushing in.
 
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I think some of my problem understanding the #'s is the whole "WLL" thing, I'm finding it almost useless and am finding that I'm just using tensile/mbs and then appraising the actual use-case in front of me...was just browsing some of the rigging-gear mentioned above and kept seeing "WLL" values and mentally noting them until I realized "How the F can you post a 'wll' for an anchor when you haven't specified if it's getting shock-loads/negative-rigging or not?", LOL seriously it makes a world of difference whether that 200lbs section of trunk is already under-tension when you finish your cut, or it's going to free-fall for 5' before hitting restriction, how on earth can you have these WLL's for rigging anchors when there's no context of usage?

I feel like appropriate weighting is around 1:3 max, 1:5 being super safe, if you're only holding stuff (like you've got the branch anchored & tensioned from above before you cut it), I'd probably want to keep a 1:5 spread for falling pieces/negative-rigging *but* that's after doing a proper calculation of the weight of what I'm dropping....I imagine/hope you 'get a feel' for this quickly, I want to be able to drop large sections under-control w/o having to spend a while on each piece doing math lol I'm just not in that mindset when in a tree, figure I can either learn the right way until it becomes rote or I can just get stronger/larger gear (am betting it's smarter to do the former approach, to really understand the forces I'm placing at any time!)
SWL or WLL is set at a 5:1 ratio for the industry. So if there’s a good chance of shock load and that is well beyond the swl you may want to revamp your system or plan if your swl is so close to its limit you’re worried about a failure pump the brakes take a different approach.
 
To do the actual math on rigging for one set answer is pretty much an insane notion. Rope wet or dry, exact consistency in rigger, pendulum, drop, rope stretch, tree flex, wind, wood variations, foliage or bud or twig density or angle, was your anchor point tightened and stretched 1/4”, etc this list could be a mile long and to confine to a numerical value is insane. This is why we have an SWL or WLL it bundles the unknowns lowers the base load.

I was always taught if your going to rig you have to own it whether you have to run it to miss a target or lock it off cause a kid just ran into the yard you have to handle the full range if locking it off can cause rigging failure you did it wrong.
 

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