Calculating FEL Lift Capacity

   / Calculating FEL Lift Capacity #41  
While we are on this subject. I am in the process of building a front end loader for a Deutz Allis 1920. I have the mounts done and the arms are more or less built (need to clean up the welds and weld cross bar in). I am planning on using 1.5" bore with 1" rod cylinders from SS, they have some specific for loader arms. I don't need to lift a ton but I would like to lift a minimum of 500 lbs. The lift cylinders will be around 25-30 deg. I guess my question is should I use the 1.5" cylinders or bump up to 2" cylinders? The calculation I posted yesterday above here has the 1.5 cyl at about 1700 lbs each and a 2" cylinder at about 2200 lbs each. I know there is more to the math and geometry than I am posting so if you need any more info just shout. I'm suing a pressure of 1500 psi.
Thanks in advance.

edit: Ok so going off of rock knocker's drawing is it safe for me to assume I can use the same formula? Overall distance from pivot to pin over distance of pivot to cyl mount?
I'll get some measurements and report back.

Yea, gotta know more about the geometry of the loader.

Tractors that use ~1.77 (45mm) cylinders are typically rated in the 1000# range....to full height.....at the center of the bucket.

Some can be more, some can be less, all just depends on loader geometry. Cylinder length also comes into play. Longer cylinders can use a more aggressive than short cylinders which loose some to angles.

Tractors that use ~2" cylinders (50mm) are typically in the 1500-2000# lift range.

But modern stuff is typically 2500PSI as well.

So we need to know for sure what the pressure is. Your assumption of 1500psi is not a good one. Assuming that may put you into larger cylinders to get what you want, but what if your pressure is indeed 2500psi? Now you can lift about twice what you designed for.....and maybe twice what the tractor is rated for.
 
   / Calculating FEL Lift Capacity #42  
I'm just a stupid geologist, so I may have made fundamental assumptions in my math using triangles, resultants and the like. I scaled off the drawing, rounded some numbers because this isn't a classroom test and figured the mechanical FEL assembly had no weight.

If I'm wrong, I accept that

I too am having a hard time figuring out what you are trying to solve for. And 17 degrees you used is an irrelevant number. The angle of the cylinder to the ground isnt what matters. ITs the angle of the cylinder in relation to what its pushing on....which he has listed at 29 degrees.
 
   / Calculating FEL Lift Capacity #43  
Yea, gotta know more about the geometry of the loader.

Tractors that use ~1.77 (45mm) cylinders are typically rated in the 1000# range....to full height.....at the center of the bucket.

Some can be more, some can be less, all just depends on loader geometry. Cylinder length also comes into play. Longer cylinders can use a more aggressive than short cylinders which loose some to angles.

Tractors that use ~2" cylinders (50mm) are typically in the 1500-2000# lift range.

But modern stuff is typically 2500PSI as well.

So we need to know for sure what the pressure is. Your assumption of 1500psi is not a good one. Assuming that may put you into larger cylinders to get what you want, but what if your pressure is indeed 2500psi? Now you can lift about twice what you designed for.....and maybe twice what the tractor is rated for.

I didn't realize the 1500 psi was a guess. Yes, you need to know that number for sure!
Agree 45mm cylinders would probably fit the bill best. I had a loader with 45mm lift cylinders and it was rated at 850 pounds at full lift height (which was ~6.5ft if I remember correctly) That was at ~2000 psi. Keep in mind that 850 rating at the pins means less than that in the bucket.

Without doing math, there is a real risk that 1.5" will be too small and it is likely that 2" is overkill. 45mm is probably a good match but again, need the numbers I asked for before to do the math.
 
   / Calculating FEL Lift Capacity #44  
Kubota has a power position and a standard position listed on some of their loaders that give different lifting capacities. I don't think that is as much geometry related as it is height related. I placed 40 old cement blocks in my bucket back several months ago. I had an old building that had fallen down and wanted to see how well the loader handled them. I figure the blocks were over 50# each. These were formed back in the 50's and were concrete and very heavy. I calculated over 2,000# plus the bucket. The loader lifted them to full height at idle. The rated specs for the loader are 2200# at full height at 800mm from the bucket edge.

I've only owned two tractors with FEL's and both were able to lift a full bucket of gravel or dirt to full height. My smaller Stoll FC 350 on my New Holland 1720 was rated at around 1000# give or take and with the 1/3 cu yd. bucket that is in that range for gravel and sand. I remember running it into a load of sand and with a heaping bucket I would need to back it up to lift it. That load was rounded over the top. Never really got into the math of the loader capacities. On my New Holland the specs are given for max pressure of 19.8 MPa which equals 2872 psi.
 
   / Calculating FEL Lift Capacity #45  
Power position actually has to do with both lift height and geometry.

the greater the angle between the loader arm and cylinder....the more power it has for lifting that loader arm. Moving to power position increases the angle.

The lower lift height is just a result of this.

Look at the design in general.....of loaders of the past vs modern. In the past, lift cylinders had a VERY generous angle. The cylinder base was mounted several feet below the lift arm pivot, like at the bottom of the lift post. This made for a large angle and more power.....and to compensate for lift height, they had a very long stroke.

IT wasnt uncommon to see 30-36" stroke lift cylinders to get the hight needed, and for the base to be mounted low for power.

Modern loaders take a different approach. They use a much shorter cylinder, and a much smaller angle between the loader arm and cylinder. But make up for it with cylinder diameter.

Here is a few pictures from google that illustrate what I just said

ford loader.jpgmahindra loader.jpg
 
   / Calculating FEL Lift Capacity #46  
Power position actually has to do with both lift height and geometry.

the greater the angle between the loader arm and cylinder....the more power it has for lifting that loader arm. Moving to power position increases the angle.

The lower lift height is just a result of this.

Look at the design in general.....of loaders of the past vs modern. In the past, lift cylinders had a VERY generous angle. The cylinder base was mounted several feet below the lift arm pivot, like at the bottom of the lift post. This made for a large angle and more power.....and to compensate for lift height, they had a very long stroke.

IT wasnt uncommon to see 30-36" stroke lift cylinders to get the hight needed, and for the base to be mounted low for power.

Modern loaders take a different approach. They use a much shorter cylinder, and a much smaller angle between the loader arm and cylinder. But make up for it with cylinder diameter.

Here is a few pictures from google that illustrate what I just said

View attachment 490116View attachment 490117

Great illustration!

With the older design, you will generally have a much greater difference between lift capacity at low height vs full height because the angle of the cylinder to the loader arm changes more as you lift.

With the newer design, you have much closer breakout to full lift ratings.

For example, my Kioti LB1914, while not as extreme as your picture had wider angle between lift arm and cylinder than my current DS4510. The LB1914 has 2x the breakout compared to it's full height lift. The DS4510 has 1.34x more breakout compared to full height lift capacity. In a way, the older design favors breakout force while the newer design favors a more even lift cycle (and accommodates those nice big front tires! :thumbsup:)
 
   / Calculating FEL Lift Capacity #47  
Great illustration!

With the older design, you will generally have a much greater difference between lift capacity at low height vs full height because the angle of the cylinder to the loader arm changes more as you lift.

With the newer design, you have much closer breakout to full lift ratings.

For example, my Kioti LB1914, while not as extreme as your picture had wider angle between lift arm and cylinder than my current DS4510. The LB1914 has 2x the breakout compared to it's full height lift. The DS4510 has 1.34x more breakout compared to full height lift capacity. In a way, the older design favors breakout force while the newer design favors a more even lift cycle (and accommodates those nice big front tires! :thumbsup:)

Perhaps. Nevery really looked at how extreme the changes are from max height to breakout.

While the angle change may be greater I think one has to look at it like "percentage of angle change".

An old-school loader may go from 30 degree initial angle to a 15 degree max-height angle. A 15 degree change.

A new-school loader may start at 15.....and at max height only be down to 7.5 degrees. Only a 7.5 degree loss of angle vs the 15.

But as a percent, They both lost 50 percent of their initial angle. And thus, both will have lost 50% of their power. Without having dimensions of several different loaders, of each design, and plotting them out to see what they do....its hard to say.

One must also factor in lift height. The higher it lifts the more it changes. Take an old school loader with a steep 30 degree angle and 36" cylinder......might drop to the above mentioned 15 degree angle and give up 50% of its power, but be able to lift to 11' high. But a loader of similar design, us a 32" cylinder.....shift cylinder base mounting point a little forward to compensate for the shorter cylinder....and the loader may now only lift 10' high. But only drop to 20 degree angle.

Just too many designs and variables, I think, to say definitively that old-school looses more as the loader is raised.
 
   / Calculating FEL Lift Capacity
  • Thread Starter
#48  
Interesting stuff! Reminds me of the loaders built by Kent Mfg in Tipton, KS where I worked back in the 70's. I believe they were originally NuWay brand out of Barnard KS. Anyway, one of the options was a HiReach model which had greatly extended masts even more than those shown on the Ford that LD1 posted above. Don't remember the cylinder stroke but they were long!

I suspect that the modern "low profile" design" including curved lift arms has (have) a lot to do with aesthetics also. The extended masts were a bit unsightly.
I'm guessing that PSI also has a lot to do with todays compact/slick FEL appearance. The short coupled geometry makes use of much higher PSI than years ago where 1500 PSI might be considered average. It's really not much different than today's high output engines in a smaller package than years ago.
 
   / Calculating FEL Lift Capacity #49  
Interesting stuff! Reminds me of the loaders built by Kent Mfg in Tipton, KS where I worked back in the 70's. I believe they were originally NuWay brand out of Barnard KS. Anyway, one of the options was a HiReach model which had greatly extended masts even more than those shown on the Ford that LD1 posted above. Don't remember the cylinder stroke but they were long!

I suspect that the modern "low profile" design" including curved lift arms has (have) a lot to do with aesthetics also. The extended masts were a bit unsightly.
I'm guessing that PSI also has a lot to do with todays compact/slick FEL appearance. The short coupled geometry makes use of much higher PSI than years ago where 1500 PSI might be considered average. It's really not much different than today's high output engines in a smaller package than years ago.

Alot of the design of shorter masts has to do with quick attach loaders. Gotta be able to uncouple.....and then back out from under it and not rub the mast on the tire or front axle
 
   / Calculating FEL Lift Capacity #50  
One must also factor in lift height. The higher it lifts the more it changes. Take an old school loader with a steep 30 degree angle and 36" cylinder......might drop to the above mentioned 15 degree angle and give up 50% of its power, but be able to lift to 11' high. But a loader of similar design, us a 32" cylinder.....shift cylinder base mounting point a little forward to compensate for the shorter cylinder....and the loader may now only lift 10' high. But only drop to 20 degree angle.

.


I think both may be at similar angle when at max lift. However, the loader with the much lower mount point directly below the loader arm pin will start with a much more open angle. And this is the basis of my theory about there being a bigger difference between breakout and full height lift (might not be the case if "full height" is not the same amount of rotation for each)

Hopefully somebody has the time to look up a bunch of examples. (however, I wonder if older tractor loaders before the days of SSQA are even rated at the pins or if they used some more realistic rating which could throw off any comparison?)
 

Tractor & Equipment Auctions

2025 GPS Trailers (A56857)
2025 GPS Trailers...
Unused 2025 CFG Industrial MX12RX Mini Excavator (A59228)
Unused 2025 CFG...
2015 Peterbilt 579 T/A Wet Kit Day Cab Truck Tractor (A59230)
2015 Peterbilt 579...
Woods 18ft Batwing Rotary Cutter (A56438)
Woods 18ft Batwing...
2009 MULTIQUIP 25KW GENERATOR (A58214)
2009 MULTIQUIP...
2007 MACK GRANITE CV713 DUMP TRUCK (A60430)
2007 MACK GRANITE...
 
Top