Question about steel strength??

   / Question about steel strength??
  • Thread Starter
#101  
I've been wanting to post a tractor photo under my user name. Just went to My Profile and can not figure out how
to insert a photo?? Anyone know how to do this?
 
   / Question about steel strength?? #102  
It's about the same but lower stress. For A513 steel which is probably what the rect tubings are, it will bend permanently at 74,000 psi (called the yield strength). 29 & 39 are a good distance away from 74,000.

2x2x 1/8" square has .583 inches deflection, 39,000 psi stress (for 500 lbs all at the tip of 36" tine)
and
3x1.5x 3/16" rectangle has .575 inches deflection, 29,000 psi stress

if you go to that calculator and use distance from neutral axis (the center)to outermost fiber 3/4" (.75") and Inertia = .466 inch**4 you will get these numbers.
 
   / Question about steel strength?? #103  
I've been wanting to post a tractor photo under my user name. Just went to My Profile and can not figure out how
to insert a photo?? Anyone know how to do this?

"Edit Avatar" is under "My Home" not "My Profile."


There has been talk of 2x2, 2x4, and 1.5x3 steel. Anyone consider 2x3?

Bruce
 
   / Question about steel strength??
  • Thread Starter
#104  
Bruce-
You saved the day-thanks.

I like the idea about the 2x3 as well.
 
   / Question about steel strength?? #105  
I still don't like the lighter tube. I don't like using 500# either. You have to assume worst case. And that is all the load on 1 fork. Loads shift.

I would want nothing less than around 1 for the i4. That will cut the stresses and deflection in half. Not to mantion a better weld welding to 1/4" tubing as opposed to 1/8".

I really think you are over thinking it. Either buy a set, or build at least as strong as the plans call for. It isn't gonna make A ton of difference in the real world if the finished product weighs 80# or 120#
 
   / Question about steel strength??
  • Thread Starter
#106  
"I would want nothing less than around 1 for the i4" What does this translate to?
In your prior posts you liked the 2x3 and 2x4 x1/4" dimemsions. These still your choices?

Over thinking-you're right. Not a metal worker and trying hard to grasp everything
correctly before I pay to have this made.
 
   / Question about steel strength?? #107  
Yes the 3PH lower arm itself is a 3rd class lever.

But anything attached to it doesnt follow simple lever rules. Since it is not rigidly attached to the lower arm and is free to rotate about the ball end of the lower arm.

most 3PH's arent perfect parallelograms by design. They want the tip od the implement to pitch up higher cause it is needed for long implements when crossing uneven terrain. That is why the lift capacity @ 24" is lower than the ball ends. But still significantly higher than it would be following a simple lever calculation.

If you want to know the lift, use a simple ratio. The force required to lift an object is directly proportional to how far it lifts it (in relation to the lifting mechanism.

IF you can set up the 3PH so that the forks lift perfectly level, and the tips raise the exact same amount as the heals, the lift capacity is the same at any point on the fork.

If the heal (right at the ball ends) lifts 12", and the tips raise 24", then you have 50% capacity at the tips.

But how high the tips lift is a variable that can be changed with different toplink length and placement. Thus the load capacity at the forktips can be altered with toplink adjustments.

Here Mace, read ALL of this thread and come back. http://www.tractorbynet.com/forums/...ph-load-capacity.html?highlight=parallelogram

I did read it. You're still wrong.
 
   / Question about steel strength?? #108  
"I would want nothing less than around 1 for the i4" What does this translate to?
In your prior posts you liked the 2x3 and 2x4 x1/4" dimemsions. These still your choices?

Over thinking-you're right. Not a metal worker and trying hard to grasp everything
correctly before I pay to have this made.

I think the 2x2x1/4 was 0.91 and the 2x4 somewhere around 1.5 2x3 somewhere in the middle.

Yes, 2x3 or 2x4 would still be my choices.
 
   / Question about steel strength?? #109  
"I would want nothing less than around 1 for the i4" What does this translate to?
In your prior posts you liked the 2x3 and 2x4 x1/4" dimemsions. These still your choices?

Over thinking-you're right. Not a metal worker and trying hard to grasp everything
correctly before I pay to have this made.

i4 around "1" is twice as strong, twice as heavy, twice as long to drill each 5/8" hole ( ! ), more weld-prep to get 1/4" penetration, and no need for all that. Metal will be twice the cost. And when you go to store it, move it, the thing is twice as heavy.

You are looking building at an attachment for a large tractor - to use on a small tractor. Considering adjustments for a small tractor is a reasonable course of action. As far as an i4 about "1" the forks in this pic probably have an i4 around 1.25 and a B7800 can't even think about this capacity.
418112d1427248196-question-about-steel-strength-p1020979-jpg


That said, I don't think you will be sorry if you just follow the drawing. It could bother your welder to have a drawing in hand and you're telling him something different. All depends on how he does his stuff. If he makes everything heavy thats one way and if he likes to optimize that's another way.
 
   / Question about steel strength?? #110  
I did read it. You're still wrong.

We can play kindergarten semantics all day going back and forth calling each other wrong but what good does that do?

Instead of just calling me wrong, try to illustrate why you think I am wrong? There are far brighter people and engineers on this forum that will agree with me on this that you are also calling wrong.

The 3ph is not a simple class lever. Only way to make it move as such is if the toplink on the tractor side were mounted about the same rotating point as the lower arms, and the same length as them also.

Since it is mounted much higher, and closer to parallel, the implement doesn't move as a simple lever would.

You are thinking of this as if the implement is ridgidly attached to the lower link and thus just seeming as if the lower arm was longer. That would be the case on something like an IH 2-point fast hitch. But not a 3ph as we know it.
 
   / Question about steel strength?? #111  
We can play kindergarten semantics all day going back and forth calling each other wrong but what good does that do?

Instead of just calling me wrong, try to illustrate why you think I am wrong? There are far brighter people and engineers on this forum that will agree with me on this that you are also calling wrong.

The 3ph is not a simple class lever. Only way to make it move as such is if the toplink on the tractor side were mounted about the same rotating point as the lower arms, and the same length as them also.

Since it is mounted much higher, and closer to parallel, the implement doesn't move as a simple lever would.

You are thinking of this as if the implement is ridgidly attached to the lower link and thus just seeming as if the lower arm was longer. That would be the case on something like an IH 2-point fast hitch. But not a 3ph as we know it.

I believe the only thing that will change your mind is empirical proof so to that end I suggest you build a small parallelogram model of a 3PH and use a small spring scale as the link that transmits the lifting force to the bottom arm. Using a small spring scale will allow you to see the changes in force as the load is positioned in different spots on the model. It doesn't have to be fancy just accurate in dimensions to be a true parallelogram and sturdy enough for the test.
 
   / Question about steel strength??
  • Thread Starter
#112  
Any advangtage to fabricating the 3ph mounts in the center of the frame,
rather than having the drilled pin holes suspended behing the frame on mounting plates.

Having the holes behind the frame pushes the frame away from the tractor. I am assuming
that this will decrease lift capacity?
 
   / Question about steel strength?? #113  
I dont need to build a model. I know how it works, and know the effects of load placement. You are the one who doesnt understand it. And are calling me wrong. As well as several engineers on this forum who would also agree with me.

Mace, using your logic, work this out for me.

Lower lift arm is 25" ball to ball.

The lift rod is 12" back from the tractor, leaving 13" from the lifting point to the ball end.

Lift capacity at the ball end is 1998#

1. What is the lift capacity @24"?
2. What is the lift capacity @39"?
3. What is the lift capacity @ 96"?
 
   / Question about steel strength?? #114  
Having the holes behind the frame pushes the frame away from the tractor. I am assuming
that this will decrease lift capacity?

A few inches one way or the other isnt gonna be a big deal.

Ignore what mace is saying. This isnt a simple lever. You dont loose much capacity moving farther back. Especially if you set up the toplink like I described to get a near level lift. It wont matter how far back the load is. Only limiting factor then would be front end weight.

Trying to lift 1000# in close, or 1000# out far isnt gonna effect how much hydraulic power you need by much. But it will effect the balance of the tractor quite a bit and you are likely to get light in the front. But again, for a few inches either way, you are over thinking it.
 
   / Question about steel strength?? #115  
I have never seen a 3PH that is configured differently. The lower arm is attached to the tractor and this attachment point is the fulcrum. The arm that lifts the lower arm attaches between the fulcrum and the other end of the lower arm and it does not matter how that force is created, it could be from an internal cylinder and a rocker shaft and linkages similar to the diagram or from hydraulic cylinders that are attached on one end to the tractor while the other ends are attached to the lower arms. What matters is where that lifting force is applied in relationship to the load and fulcrum and if it is between the load and fulcrum, that makes it a Third Class lever. It doesn't matter if the length of the upper arm makes it a a true parallelogram or not, that only affects the attitude of the implement that is being lifted, not the force that is required to lift it. The force that is required to lift the load is dependent on how far the load is from the fulcrum. Period. What changes is the hydraulic pressure necessary to create that movement.

I believe the only thing that will change your mind is empirical proof so to that end I suggest you build a small parallelogram model of a 3PH and use a small spring scale as the link that transmits the lifting force to the bottom arm. Using a small spring scale will allow you to see the changes in force as the load is positioned in different spots on the model. It doesn't have to be fancy just accurate in dimensions to be a true parallelogram and sturdy enough for the test.

A few inches one way or the other isnt gonna be a big deal.

Ignore what mace is saying. This isnt a simple lever. You dont loose much capacity moving farther back. Especially if you set up the toplink like I described to get a near level lift. It wont matter how far back the load is. Only limiting factor then would be front end weight.

Trying to lift 1000# in close, or 1000# out far isnt gonna effect how much hydraulic power you need by much. But it will effect the balance of the tractor quite a bit and you are likely to get light in the front. But again, for a few inches either way, you are over thinking it.
Mace, did you really read that thread? Did you read Post 13 where I finally got pissed enuf to answer questions that simple lever people werent asking? In my experience I havnt noted in you a blindness to coherent and logical explanation of physical things. ... Everything Iv seen in your posts here are things that were addressed in that thread. -- I could almost believe youre kidding!
,,,, The thing that seems to make people call it a simple lever is that they see available force drop off with distance behind. They dont go the extra perceptual step to observe that it isnt dropping as fast in the 3pt case as it would in a simple lever system. The reason its dropping more than minutely [as a perfect //ogram system would due to escalating pivot/bearing loads] is that 3ph setups are not dimensionally correct //, so their effect is somewhere between a simple lever and a true //ogram. As far as ignoring what youre saying ... please ask a question, or state a specific reason why the //ogram examples are not applicable to the exhibited geometry of a 3ph.
,,,larry
 
   / Question about steel strength?? #116  
Do forks ever get used close together for "special purposes"?

Wondering if I need to add closely spaced receivers for any good reason?
That is the advantage of sliding forks. I made this frame over 30 years ago for a Craftsman garden tractor.
P8181941.JPG


Added angle iron later to fit the TORO+Loader.
PC040007.JPG


Made a boom pole out of thin wall 2" square tubing that fits between the forks.
P8191942.JPG


P8191943.JPG


Clamped on some "fingers".
P6022174.JPG


Maybe you could make your frame with sliding sockets? :thumbsup:
 
   / Question about steel strength?? #117  
Mace, did you really read that thread? Did you read Post 13 where I finally got pissed enuf to answer questions that simple lever people werent asking? In my experience I havnt noted in you a blindness to coherent and logical explanation of physical things. ... Everything Iv seen in your posts here are things that were addressed in that thread. -- I could almost believe youre kidding!
,,,, The thing that seems to make people call it a simple lever is that they see available force drop off with distance behind. They dont go the extra perceptual step to observe that it isnt dropping as fast in the 3pt case as it would in a simple lever system. The reason its dropping more than minutely [as a perfect //ogram system would due to escalating pivot/bearing loads] is that 3ph setups are not dimensionally correct //, so their effect is somewhere between a simple lever and a true //ogram. As far as ignoring what youre saying ... please ask a question, or state a specific reason why the //ogram examples are not applicable to the exhibited geometry of a 3ph.
,,,larry

Ok, I'll have another go at it. My positions is: If the 3PH was a true parallelogram and you had a set of forks installed on, a heavy load at the tips would lessen the weight on the front axle more than if that load was as close to the tractor as possible.

Do you disagree with that? If you do, that would imply that the forks could be any length (right out to infinity in fact) without changing the weight on the front axle. If you do agree with that it follows that the tensile load on the lifting links would change between the two scenarios which would conversely mean the lifting force of a 3PH with a forklift attachment is lesser at the tips than it would be as close to the tractor as possible.
 
   / Question about steel strength?? #118  
Ok, I'll have another go at it. My positions is: If the 3PH was a true parallelogram and you had a set of forks installed on, a heavy load at the tips would lessen the weight on the front axle more than if that load was as close to the tractor as possible.

Agree with that.

If you do agree with that it follows that the tensile load on the lifting links would change between the two scenarios which would conversely mean the lifting force of a 3PH with a forklift attachment is lesser at the tips than it would be as close to the tractor as possible.

That is where you are getting lost.

It is not increasing the tensile load on the lift links. But it is increasing the tensile load on the toplink, and increasing the compression on the lower arms. Thats the additional force trying to lighten the front axle.

Not trying to muddy the waters farther, but think about how a forklift mast works. shifting the load farther out on the forks doesnt increase the downward force on the hydraulic cylinder. But does increase the forces on the rollers. Trying to pull the top rollers forward out of the mast channel, and trying to compress the lower rollers back into the mast. Same principal.
 
   / Question about steel strength?? #119  
Ok, I'll have another go at it. My positions is: If the 3PH was a true parallelogram and you had a set of forks installed on, a heavy load at the tips would lessen the weight on the front axle more than if that load was as close to the tractor as possible.

Do you disagree with that? If you do, that would imply that the forks could be any length (right out to infinity in fact) without changing the weight on the front axle. If you do agree with that it follows that the tensile load on the lifting links would change between the two scenarios which would conversely mean the lifting force of a 3PH with a forklift attachment is lesser at the tips than it would be as close to the tractor as possible.
... Yes. Whether //ogram or plain lever, moving the weight further out back has an ever increasing effect on causing the tractor front to lighten. The situation seen by the hydraulics however, in trying to hold against the load, is different in the two types of setup. It the 3ph case, the articulation points at the ends of the links move as the height changes, "separating torque from weight". The implement essentially floats wrt the links guiding it. The torque to backtip the tractor is conveyed by 3pt elements working in concert according to the position of their ends as fixed on the tractor and implement. The implement, or hanging load is trying to fall. The top link is being pulled by the load and the bottom links are being pushed, all in proportion to the amount the load is overhung beyond the balls. The weight of the implement is held by the hydraulics.
... If you visualize the pull/push forces on the links at different positions of lift you can recognize that a resultant up/down force prevails in opposition thruout lift. At one place the bottoms may tend to rise by the eyes being pushed toward the tractor, while the top link is tending down by its ball being pulled way from the tractor. Theres your torque -- acting directly on the tractor body. In a real //ogram these cancel and no net up/down force results from the torque of the overhung load. There remains the straight down force - the stark weight of the item. The hydraulics are supporting this .
 
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   / Question about steel strength?? #120  
I may have to change my opinion! I think I will do a little more work on it first before I do so, just to be absolutely sure. (I'm stubborn!) Either way, I'll be back to either gloat or eat crow.
 

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