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Gantry Crane Load Test 

bcbloc02
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Oh Sh$&t it looks like it holds ok! :-) Putting one of the cranes thru its paces to see how it holds up and to be sure it is safe for its rated load. Per the customers design request it was asked that these be rated at 2 tons(4000lbs) and that they be able to clear a 10ftx10ft cube. There was considerable speculation that the sliding joint would fail under loads or that the crane might tip over. Testing shows that even with a 50% overload(6000lbs) The crane was still plenty stable and the joint even when chained off and pryed on with a load that added another500lbs at the top there was no signs of stress. This would have been a side load of probably 1000lbs to be an additional 500vertical as the force was applied with a prybar at a steep angle. This crane should be plenty strong for the normal hand use it is designed for and meet the customers specifications.

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24 дек 2018

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Комментарии : 202   
@lwilton
@lwilton 5 лет назад
Merry Christmas, Brian! In that first shot after you explained that you were going to load test it, I thought "boy, I didn't realize that vacuum cleaner was that heavy!" The one thing I'd consider would be sticking a bolt through the end of the bottom web right at each end of the cross beam. That way if someone forgets to tighten the clamp bolts holding the cross beam to the verticals they can't end up pulling one of the verticals off and dropping the beam on someone's head.
@ScottandTera
@ScottandTera 5 лет назад
No need to defend your work, we know you do awesome work and you should be proud . Merry Christmas Brian and family
@wymershandymanservice9965
@wymershandymanservice9965 5 лет назад
Great work great content 👍. Doesn’t matter what you build or how many times you have built it. Or the fact your experience has taught you it’s more than adequate someone out there will always question you due to their lack of practical experience. Nice job Brian ..
@georgeswindoll9138
@georgeswindoll9138 5 лет назад
Never doubted it would pass the load test!!! Merry Christmas!!!!
@mattg1987
@mattg1987 5 лет назад
Got to love when proper engineering design proves that overbuilding is just not necessary for the job requirement. Good work Brian.
@500yardsplus
@500yardsplus 5 лет назад
Great job! Merry Christmas to you and Brian.
@seantap1415
@seantap1415 5 лет назад
I think people forget about the amount of education and experience you have.....Awesome vid
@1995jug
@1995jug 5 лет назад
Looks great Brian, we had one kind like that at the shop I worked at except it ran on tracks in the floor made out of inverted angle iron, Merry Christmas to you and Bailey.
@barrygerbracht5077
@barrygerbracht5077 5 лет назад
Some may not know you have a masters degree in mechanical engineering. The proof is in the pudding, nice load test.
@robinmorritt7493
@robinmorritt7493 5 лет назад
True of a lot of RU-vidrs for whom bragging isn't a big thing.
@pbgd3
@pbgd3 5 лет назад
I think hendropped that tidbit when discussing maximal deflection of his trolley over the span.
@paulhatch7759
@paulhatch7759 5 лет назад
Nice job. You may want to check the CMA specs to cover your self. Typically load tests are done mid span, worst case beam deflection, then test at extreme ends, max column load.
@royreynolds108
@royreynolds108 5 лет назад
@@paulhatch7759 No need to test at the ends because the worst case is the point load in the center. This gives the maximum moment that will occur in the top beam. With the test of 6000 lbs there is 3000 lbs load on each post. I would be surprised if the posts would not hold at least 6000 lbs each and that would have to be mounted on blocks as the casters would be severely overloaded probably to failure. Brian built it to the specs and beyond of his customer and that is what counts as well as videoing and showing the test on the internet as proof. That crane will take way more than the casters are able to carry.
@greasydot
@greasydot 5 лет назад
Keyboard engineers are smarter than we is!! Great job Brian, no need to prove to anyone what you already know.
@rbrpulling
@rbrpulling 5 лет назад
Looks good Brian. Built one very similar 20 years ago, and hasn't failed yet.
@yqwgjsg
@yqwgjsg 5 лет назад
You have made my Christmas day. I am still laughing. I’m sure your professors that taught mechanical engineering used the term “Pry the shit out of it” when describing proper load testing. Merry Christmas Brian and also to Bailey.
@bcbloc02
@bcbloc02 5 лет назад
Is that not the technical term for the moment applied? lol
@yqwgjsg
@yqwgjsg 5 лет назад
bcbloc02 Well I guess it does apply to the old terms used back in colonial days right up there with beat the piss out of it.
@cavemansmancave9025
@cavemansmancave9025 5 лет назад
Merry Christmas, Brian. Thanks, John
@candace3676
@candace3676 5 лет назад
"Even pryin' the shot out of it..." Lol. Happy New Year to you and yours. Thanks for showin' us a thing or two, or whole lots more.
@douglaspierce316
@douglaspierce316 5 лет назад
I had faith in you. Merry Christmas. thanks for the show
@gwharton68
@gwharton68 5 лет назад
Merry Christmas, Brian Never a doubt about anything that you design and build.
@TheHillbillyEngineer
@TheHillbillyEngineer 5 лет назад
Very nice build Brian! Merry Christmas to you and yours!
@oldschool6345
@oldschool6345 5 лет назад
I think its a great example of how simple it can be to check something like that for a real world answer. Not that we all have dynometers laying about. But a person can use measured weight instead. Thanks for sharing
@jabbasan12
@jabbasan12 5 лет назад
Merry Christmas Brian to you and yours.
@Joeandfran
@Joeandfran 5 лет назад
Great job! Inspires us to do our best as well! Thank you for sharing all your insights.
@stevenstagner186
@stevenstagner186 5 лет назад
Good Job Brian! Merry Christmas!
@stargatefred
@stargatefred 5 лет назад
Good job Brian. Merry Christmas and Happy New Year. Bill from Seattle
@tryomega
@tryomega 5 лет назад
I stand corrected and am happy to eat crow! It looks to be much more ridged than appeared (to me) in the build video. It really is a very nice crane! Very good job! Merry Christmas to you and yours!
@ypop417
@ypop417 5 лет назад
And there you go again Proving your work to all the naysayers WRONG! Merry Christmas Brian, Baily, and Plus 1 Job Well Done!
@manuelmaseda4875
@manuelmaseda4875 5 лет назад
Merry Christmas to you and Bailey !!!
@jerryglen986
@jerryglen986 5 лет назад
Merry Christmas Brian & manager Bailey
@AmateurRedneckWorkshop
@AmateurRedneckWorkshop 5 лет назад
I would have to say that job is 150% accomplished. Merry Christmas Brian.
@bcbloc02
@bcbloc02 5 лет назад
LOL You are right Harold! :-)
@JourneymanRandy
@JourneymanRandy 5 лет назад
Good work Brian, Merry Christmas
@silverbullet7434
@silverbullet7434 5 лет назад
Super job , guess the I beam on the flats is really strong on its own. I had no fears of the legs and shouldn't have with just the I beam. They look great I bet materials alone for the two was near a grand. Merry Christmas to you and the head or security there, Bailey .
@SJ-oy9eh
@SJ-oy9eh 5 лет назад
Hey Brian nice job is always Merry Christmas to you and your family one thing though I didn't see Bailey's paw of approval
@bulldozer7656
@bulldozer7656 5 лет назад
Wow, I'm impressed. Great job!!
@ohhpaul7364
@ohhpaul7364 5 лет назад
With the other video, I thought you were building them for yourself, then had me wondering how they were going to fit under the second floor that is going to be over the lathe. I guess building for someone else would answer that right correctly. Thanks for the videos and Merry Christmas to you and yours, give Bailey some pets for us.
@stephenwilson7641
@stephenwilson7641 5 лет назад
Merry Christmas, Brian; and thanks for another great show! Back in the early '70s I was stationed aboard a ship that carried 4 survey launches, 13t each in individual davits. One day they had to test the winches so somebody dropped some 50,000 lb blocks on the pier and they hooked the davits to them (after removing the launches). The bos'n started hauling and the ship rolled over to about 15 or 20 degrees of list. Everything was quiet for a minute and then the davits just ripped right out of the deck (1/2" steel) and fell onto the pier. There was an investigation and somebody figured out that they had hooked two of the blocks to the same davit and it was trying to lift 50t. No wonder. We got to vacation in the shipyard for 4 weeks while it was fixed. That was the last load test I ever saw for that ship! Have a safe and happy new year.
@bcbloc02
@bcbloc02 5 лет назад
Being on the boat when that crane let loose and it rolled back must have been fun!!
@johndouglasdawson7298
@johndouglasdawson7298 5 лет назад
Very good job there always people that know better.They just sit there armchairs thinking 🤔 they know better but never do anything the knock everyone else’s.Happy Christmas to you and Bailey and lets hope 2019 is going to be a wonderful year to come.Keep the vids coming.John. UK.
@armelind
@armelind 5 лет назад
I think the people that never did anything are the ones saying stuff. If you did it, then you would know better.
@krazziee2000
@krazziee2000 5 лет назад
Merry Christmas, Nice work..
@randynewtonsr9659
@randynewtonsr9659 5 лет назад
Nicely done sir, it feels good to prove the nay- sayers wrong doesn’t it!!🙂👍 Merry Christmas to you and yours Brian!!🌲🎁
@NSTRAPPERHUNTER
@NSTRAPPERHUNTER 5 лет назад
Merry Christmas to you and your family
@robert4lacd
@robert4lacd 5 лет назад
Well done ! My hats off again ...
@darrenblattner2508
@darrenblattner2508 5 лет назад
Merry Christmas Brian and your girlfriend as well.
@mytoolworld
@mytoolworld 5 лет назад
Nothing you could buy commercially would have welds as nice as the ones I saw on that crane. Well worth having it custom made like that even if no money was being saved!
@StreuB1
@StreuB1 5 лет назад
Brian, you need a t-shirt that says "I have a masters degree in mechanical engineering.....I am also a farmer. It'll work." ;-) Merry Christmas buddy!!
@thatlittleworkshop
@thatlittleworkshop 5 лет назад
Great job Brian, although I am not an engineer myself, I am a machinist and fabricator. It would appear that a lot of people do not understand the strength properties of steel and your construction methods, let alone the fact that I'm thinking your well over qualified to design and build this project. Just for all the folks out there, in anyway questioning your build... one grade 8 half inch bolt has 12,000 psi of tensile strength. That means one bolt will support roughly 3000 pounds without breaking, just one. I also have a 4000 pound commercially built and certified gantry crane at my work, and its not built nearly as heavy duty as Brian's. I have enjoyed your videos from day one, and from a fellow farmer, keep up the good work and enjoy your shop. P.S. not sure what your firewood supply is like there but I sure enjoy the wood heat in my shop. 👍
@coleboonecustoms
@coleboonecustoms 5 лет назад
Nice work . One thing I would add is to mig weld "4000 pounds maximum capacity" for the idiots who might one day get their hands on these .
@petepeeff5807
@petepeeff5807 5 лет назад
I agree wholeheartedly, I worked in maintenance at a large package delivery company just down the road from Brian . We had a saying " soon as you idiot proof it, along will come a smarter idiot"
@theworkshopmechanicchannel3296
Merry Christmas Brian 👍
@TheBackyardMachineShop
@TheBackyardMachineShop 5 лет назад
Nice. I need to build 1 or 2 for my self. I was up your way actually filled up at the fuel stop at your exit. Keep up the good work. And Merry Christmas and have a happy New year
@bcbloc02
@bcbloc02 5 лет назад
How is the shaper scraping coming?
@TheBackyardMachineShop
@TheBackyardMachineShop 5 лет назад
@@bcbloc02 slow I was suppose to go to Keith's the past 2 weeks but have had to cancel due to work in the shop. I thought I was going to have to hire someone. But I managed to get all done. I've had to pass on about 20 hours this week due to unloading the pacemaker.
@bcbloc02
@bcbloc02 5 лет назад
@@TheBackyardMachineShop Well at least you got the Pacemaker unloaded! Looking forward to it in action. It is still too wet here for me to try to get the Monarch out and it is suposed to rain a bunch more Monday.................
@TheBackyardMachineShop
@TheBackyardMachineShop 5 лет назад
@@bcbloc02 not unloaded yet. Planning on doing it this week. If it will quit raining long enough
@raymondmaxwell4200
@raymondmaxwell4200 5 лет назад
Merry Christmas Brian
@klif_n
@klif_n 5 лет назад
Merry Christmas Brian and Bailey. Excellent work as always. Too bad you are in WI. I could use a smaller version of that crane. Cheers.
@bcbloc02
@bcbloc02 5 лет назад
Klif I am in central Kentucky not Wisconsin.
@matthewgrallert1603
@matthewgrallert1603 5 лет назад
Merry Christmas man
@KG-yn9qi
@KG-yn9qi 5 лет назад
Well done Merry Christmas give the boss a pet for me.
@mouseyou12
@mouseyou12 5 лет назад
Merry Christmas And Happy New Year .
@bombardier3qtrlbpsi
@bombardier3qtrlbpsi 5 лет назад
F"kn noitall's make me.... Fantastic job Brian! Have a great Christmas
@ActiveAtom
@ActiveAtom 5 лет назад
Merry Christmas it is a load can she hold? We are watching to see and because of your lifting past "radial drill" we are wishing you the best results fro this test and the years of lifting to occur over the years.
@robertquast9684
@robertquast9684 5 лет назад
That load testing scale would have been nice prior to moving the radial drill. Nice build even though it didn’t fail like the naysayers had hoped. Merry Christmas
@ScoutCrafter
@ScoutCrafter 5 лет назад
Awesome job! I love when the Safety Sally's pee themselves! =) Merry Christmas!!!!!!
@JamesDedmon
@JamesDedmon 5 лет назад
Great job. I think it strong enough
@eformance
@eformance 5 лет назад
Brian is an ME, so I'm sure he's more than capable of designing a crane to the proper specs!
@bigdawgsbusa2
@bigdawgsbusa2 5 лет назад
Merry Christmas, Brian great work and the verification that it exceeds the customer demand is awesome were is the chief inspector Bailey I didn't see him I wonder if heavy things hanging around has something to do with it lol
@bcbloc02
@bcbloc02 5 лет назад
bigdawgsbusa2 Inspector is very smart!😎
@denisd4050
@denisd4050 4 года назад
Do you send Bailey the boss for lunch when you test staff like that lol 😆 great job
@ROBRENZ
@ROBRENZ 5 лет назад
I am convinced! ATB, Robin
@somebodyelse6673
@somebodyelse6673 5 лет назад
Tested good, all done except depositing the check. On to the next job! :-)
@SouthernEngineering
@SouthernEngineering 5 лет назад
Hi Brian, Why is it that every time I see you lift something heavy I keep anticipating a loud crashing sound... 😬 Just curious. How much deflection did you calculate for the size and grade of steel used? Did you measure the resultant for confirmation? Merry Christmas and have a Happy & Prosperous New Year
@forbesmathews89
@forbesmathews89 5 лет назад
Nice Brian, we need to meet...I have and am doing /done a lot of this..The only thing I would add is web bracing at the beam /column intersect and maybe a small gusset. LOL...Just do the math and measure deflection......steel behaves and does exactly what the book says it will....Thank goodness.
@nowayjerk8064
@nowayjerk8064 5 лет назад
merry xmass brian
@edgarburnett2115
@edgarburnett2115 5 лет назад
I had no doubt, Brian! Merry Christmas!
@terrycannon570
@terrycannon570 5 лет назад
Thanks Brian. Looks good. I would think the casters to be the weak link,
@bcbloc02
@bcbloc02 5 лет назад
Me too.
@rfnoise
@rfnoise 5 лет назад
Humm, are they high enough to use to help you with the ceiling.... Merry Christmas to you and your family Brian.
@FredMiller
@FredMiller 5 лет назад
Actually 6K pounds plus! The weight of the hoist and the chain would not indicate on the scale! Great work Brian.. Merry Christmas!!
@bcbloc02
@bcbloc02 5 лет назад
Yeah that dyno & Yale hoist likely add another 500lbs.
@rupert5390
@rupert5390 5 лет назад
stop working Brian, it's christmas eve or christmas (time difference to southern hemisphere) go do christmas stuff - although nice drive around vid of your town dude, Happy Xmas.
@Mitchiedean
@Mitchiedean 5 лет назад
I'd say be sure that you put your 4klb load rating on it somewhere. That way if some idiot does decide to misuse it some day down the road, you're backside will be completely covered. 👍 great videos
@Mishn0
@Mishn0 5 лет назад
What are the issues with certification on the load rating? Is it a case of you're building it for someone who's only using it for personal purposes, it's just between you and him?
@jamesrobinson9494
@jamesrobinson9494 5 лет назад
there was no doubt in my mind that thing could do what you said but you Shure no how to make people set on the edge of there seat / Merry Christmas and a Happy new year
@ericcorse
@ericcorse 5 лет назад
No headache = success
@keith73z28
@keith73z28 5 лет назад
I knew it would not fail if you over built it. Unless there was some slag or Lamination rolled inside the STRUCTURAL STEEL. In coil steel we would see it pretty often at the tail end of a coil.Oh, and Merry Christmas to you, Bailey and all those you care for.
@raincoast2396
@raincoast2396 5 лет назад
Now thats a man who trusts his own workmanship! Prying the supports, while standing under it!
@devonanderson5039
@devonanderson5039 5 лет назад
I don't see a dam thang wrong with it looks great
@Butterbean00
@Butterbean00 5 лет назад
Brian, we need you to build "THE WALL."
@rodeo11
@rodeo11 5 лет назад
Only if he accepts pesos .
@bcbloc02
@bcbloc02 5 лет назад
if someone sends me that $16Million dollars up front I can get started today!! Can't guarantee there won't be cost over runs or a completion date though. LOL
@mattmanyam
@mattmanyam 5 лет назад
What effect (if any) will the load being focused on the bottom flange of the I-beam have? (Assuming that's where the trolley is installed....)
@pbgd3
@pbgd3 5 лет назад
That should be just standard I beam information so long as the beam flange is strong enough for the point loading and the span of the beam is suitable to be loaded to the proofed weight. If you bought a known non custom beam and supported it properly at both ends you wouldnt even need to proof the beam for osha.
@outsidescrewball
@outsidescrewball 5 лет назад
nice build...curious on the weight of the dynometer...looks like you need a crane just to move that in the shop
@bcbloc02
@bcbloc02 5 лет назад
outsidescrewball 200lbs I would guess 😃
@phillhuddleston9445
@phillhuddleston9445 3 года назад
Great job, do you mind saying what the detentions were on the square tubing, the width and thickness?
@bcbloc02
@bcbloc02 3 года назад
For liability I don't do a list but if you watch the build videos and read the comments you can figure it out pretty easy.
@phillhuddleston9445
@phillhuddleston9445 3 года назад
@@bcbloc02 Thanks for the fast reply.
@stevengarner3479
@stevengarner3479 5 лет назад
I noticed that you didn't put any protection at the strap, be aware Brian that a 1/8" radius on the edge of the I-beam can over stress the fibers of the strap.
@LesNewell
@LesNewell 5 лет назад
I have to admit I expected more side flex when you started leaning on that bar. I guess that's the difference between an amateur like me and someone who actually knows how to design this stuff!
@crip6ns
@crip6ns 3 года назад
Point load! Nice test
@bcbloc02
@bcbloc02 3 года назад
Thanks 👍
@RJMachine62
@RJMachine62 5 лет назад
You tested with rolling weight. The test should be done with dead weight :) LOL Looks good to me!
@glennmoreland6457
@glennmoreland6457 5 лет назад
Hi from England How much deflection across the bottom span are you getting under full load Brian...? With thanks Glenn GLMelectrical Leeds UK
@bcbloc02
@bcbloc02 5 лет назад
glenn moreland the top beam or where the casters are?
@glennmoreland6457
@glennmoreland6457 5 лет назад
@@bcbloc02 Between the Castors Brian... By the way... I watched the mini series on the John Doe shaper you did for Mike... I really enjoyed watching that... 👍 I collect vintage & antique machine tools myself... Got a load of em in storage... 😉
@robertsingleton1187
@robertsingleton1187 5 лет назад
What size beam is that across the top?
@donkinzer5718
@donkinzer5718 5 лет назад
Nice! What was the source for the casters and what is their load rating?
@bcbloc02
@bcbloc02 5 лет назад
Don Kinzer I got them off eBay. They say they are rated 1200lbs each.
@randypierce8926
@randypierce8926 5 лет назад
Looks great, I'm wondering on the cost to build?
@bcbloc02
@bcbloc02 5 лет назад
$3k for the pair
@grandpacocky7618
@grandpacocky7618 5 лет назад
So it's a one yank crane!
@AD66Liberty
@AD66Liberty 5 лет назад
Will the gantry cranes be used to unload your lathe? Looks like they’d do the job
@bcbloc02
@bcbloc02 5 лет назад
Steve Wiseburn lol slid in narrow they probably would!
@d6joe
@d6joe 5 лет назад
Looks good. Are you going to paint the tonnage load rating on the top beam for the osha inspectors? Shop I used to work at had a two ton, local built, full shop (50 x 100). gantry crane and the insurance folks had us paint the load rating on the main beam. Crane was Was 20 years old at the time. That was 20 years ago now. Would OSHA require a Data Plate of some sort? Only time they show up around here is for the anhydrous ammonia fertilizer bulk tanks at the coop.
@bcbloc02
@bcbloc02 5 лет назад
d6joe I have stamped its load rating and it will be painted on big after they are placed and painted.
@metalworksmachineshop
@metalworksmachineshop 5 лет назад
Nice work. Over kill is better that being killed... The shop i work at has built them in the past. The cost of load bearing test and liability is pricey. We built one to hold 6k. We loaded it for a failure test. It took 16k to make it fail. Steel casters on a line track in the floor , it was mobile to move press dies.
@bcbloc02
@bcbloc02 5 лет назад
MetalWorks Machine Shop Yep safe is the best way! Looking at the video it looks like most of the flex from a side pull is in the square tubing.
@63256325N
@63256325N 5 лет назад
In your face naysayers! Thanks for the videos.
@ron827
@ron827 5 лет назад
Super job Brian but keep this testing video on file just in case someone in the future does something stupid with it and gets hurt. As we all know, there are lots of hungry attorneys out there and some would not care if they could make you a very poor man. Just defending yourself could be VERY expensive if you do not have lots of liability insurance for your business.
@RG-gn1ln
@RG-gn1ln 5 лет назад
Merry Christmas Looks good, but I see the casters as the weak point.
@bcbloc02
@bcbloc02 5 лет назад
I agree, they are however rated plenty for the design spec.
@jsteifel
@jsteifel 5 лет назад
Merry Christmas Brian. I notice no gusset on the top off the supports. Seems like some cheap insurance to help prevent the legs from bowing out, especially if the welds give up the ghost or rust out.
@JlerchTampa
@JlerchTampa 5 лет назад
The Hook and Swivel at 2:42 appear to be the weak link, are you sure they can handle the load? /Sarcasm :) Nice build, I see something similar in my future and I'm confident my neighbors should love it! (more sarcasm, sigh)...
@bcbloc02
@bcbloc02 5 лет назад
I can only assume that they are heavy enough for the 50000lb scale rating. :-)
@mod317
@mod317 5 лет назад
Brian, at 6:11 in this video there appears to be a break in one link of the chain that controls the hoist. The link break looks to be just below the weld in the link. Is this a normal joint?
@bcbloc02
@bcbloc02 5 лет назад
Yes that is how you put hand chain together to make it endless.
@infoanorexic
@infoanorexic 5 лет назад
It wouldn't take much to add stability to it, once it's where it's going to live and work. Weld the top together permanently and add a few gussets. I think that would all depend on how portable they want it to be. But it doesn't look like it would really be needed unless their lifting needs change.
@markme4441
@markme4441 5 лет назад
Or gusset and weld one end leaving other end adjustable
@patcb829
@patcb829 5 лет назад
Ok one thing on the testing procedure. You had the strap around the entire beam. The trolley will most like only be on the bottom web (Edit Flange) of the beam. If so the load and stress will be different. I do think it will still be sufficient but just wanted to point that out. Merry Christmas Brian and Bailey.
@bcbloc02
@bcbloc02 5 лет назад
Pat Clark-Barnes The stress distribution thru the top I beam will be different but the loading thru the legs would be the same
@seantap1415
@seantap1415 5 лет назад
Also, the trolly will distribute the load out even more not to mention you would probably get less deflection pulling from the bottom.
@patcb829
@patcb829 5 лет назад
Yes, absolutely right Brian about the legs, casters, and joint. What I was trying to say Brian and Sean is that the wheels of the trolley would be riding on the bottom flange, typically rather outboard. All of the weight would be on the bottom flange, not the entire I beam, which is much more apt to bend down, deflect down. Like I said I do think it will be fine.
@bcbloc02
@bcbloc02 5 лет назад
The loads are nowhere close to yield, it will deflect a small amount but it won't bend. The strap loading in one point over the top would have been way more likely to bend the top flange than a trolley hanging off the bottom would be with the same loads.
@youpattube1
@youpattube1 5 лет назад
Bryan Reefing sideways on it while it is secured to the floor in the middle (the fork lift) is good as far as it goes, but it is self constraining. The forklift restricts the side sway. Many things that will be lifted will be free to swing sideways, which will present a different load than what you tested. But as you say, you have tried and true frames in service. Very interesting video.
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