Mechanical advantage of a moving pulley vs an anchored pulley

AI Thread Summary
The discussion focuses on optimizing a pulley system for lifting a deer feeder, emphasizing the mechanical advantage of different configurations. Participants debate the effectiveness of using a single rope versus separate anchor points for the top pulleys, with suggestions to simplify the design by reducing the number of pulleys. The importance of maintaining tension in the ropes and the angles involved is highlighted, as excessive tension can complicate the system and affect stability. A proposed solution suggests using two cables anchored at specific points to achieve better mechanical advantage and stability. Ultimately, achieving a balance between simplicity and effectiveness in the pulley arrangement is crucial for successful operation.
Rolacycle
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Homework Statement
I understand how to calculate mechanical advantage ratio, I think. The question I have does the MA change when a moving pulley (p6) is the anchor point of another pulley (p3) and does that then make (p3) a moving pulley thus effecting MA ratio?
Relevant Equations
I’m not sure
FE707308-9240-496A-A244-0C5B7A5D3514.jpeg

This is deer feeder pulley system I plan to make unless there is more efficient way to use the same 6 pulleys and pull load centered between the two poles
 
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What is it you are trying to maximize with your pulleys? This certainly doesn't lift max weight. Do you need side to side freedom etc etc. I have no experience here.
Also pulleys will equilibrate as required by the various Forces (Tensions). Your drawing is not accurate...the tension is the same everywhere in the rope (~30lb in this rig) because that is what a rope does. The top rope, for instance, will not be that straight.
 
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It’s about lifting and remaining centered in between the 2 poles holding all this up, not necessary the most effective MA system. And no you’d only raise load to point where p6 stays centered
 
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Do you want the pull rope to be at the pole? And how high do you need to lift...this will get harder with altitude
 
hutchphd said:
Do you want the pull rope to be at the pole? And how high do you need to lift...this will get harder with altitude
I certainly don’t want to stand there and hold it up. And it’s got to be where it can be tied off and secured.
 

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I do not think this will work quite the way you want. It would require high tension to keep the rope as flat as it is at p6, but it clearly isn’t that tight as can be seen from the angles at p4 and p2. What will happen is the angles at p6 and p4 and p2 will flatten out more or less together. This isn’t necessarily a bad thing, and may constitute some extra mechanical advantage, but it seems overly complicated and unnecessary. Also, if you feel strongly about getting the rope relatively flat at p6 you would need several hundred pounds of tension in the rope at which point the lower rope would also be flat.

It would be easy to make it work the way you want. Why not get rid of p6 and p5. Make the top rope a separate fixed rope tied off at both poles. You will have to get a lot of tension (several hundred pounds) to keep the rope from sagging too much, so use a strong cable and a turnbuckle or similar. The lower rope would then also be tied off at 5.

Me personally, I would probably just go p1 to p3 to p2 to p3 to p2 to p3 etc until I had the mechanical advantage I want. Those ropes pulling at angles don’t add as much to the mechanical advantage. However, I see that your way is stable against swinging in one dimension, so that may be important to you.
 
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P.S.: as it will take a lot of tension to keep the top rope flat you will need strong well anchored posts. You could alleviate that by bracing the tops of the posts apart from each other, but if you are going to do that, why have the top rope at all? Why not make a rigid structure on top?
 
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Not sure what other constraints you have, but I would either lean the side posts into meet at the top (that will,probably require taller posts) or replace the rope section joining them with another post.
You only need four pulleys.
Fix P3 to the top centre of the post structure.
Fix one end of the rope directly above the left side of P4. Take it down and under P4, up over pulley P3 and down to P2, as you have it, then almost vertically up to P1, and finally down to the bracket where you will tie it off.
You can offset P1 a bit to the right. Ideally, when the feeder is raised, the rope should make about the same angle to the vertical on each side of P1.
 
  • #10
Cutter Ketch said:
P.S.: as it will take a lot of tension to keep the top rope flat you will need strong well anchored posts. You could alleviate that by bracing the tops of the posts apart from each other, but if you are going to do that, why have the top rope at all? Why not make a rigid structure on top?
Its all one rope so the top rope cannot be independently tensioned. This will be flat only if the other ropes are flat...hence the question "how high do you want to lift the weight" which I ask again.
 
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  • #11
haruspex said:
Not sure what other constraints you have, but I would either lean the side posts into meet at the top (that will,probably require taller posts) or replace the rope section joining them with another post.
You only need four pulleys.
Fix P3 to the top centre of the post structure.
Fix one end of the rope directly above the left side of P4. Take it down and under P4, up over pulley P3 and down to P2, as you have it, then almost vertically up to P1, and finally down to the bracket where you will tie it off.
You can offset P1 a bit to the right. Ideally, when the feeder is raised, the rope should make about the same angle to the vertical on each side of P1.
Yeah I actually was thinking just before I read your reply about using separate rope not connected to load/tension then anchor a pulley to independent rope, thus not requiring extra pulleys to center the load. This is variation with extra pulley and rope ending at post not pulley.
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  • #12
hutchphd said:
Its all one rope so the top rope cannot be independently tensioned. This will be flat only if the other ropes are flat...hence the question "how high do you want to lift the weight" which I ask again.
The higher you pull load the more tension is applied to p6 thus flattening the leg it’s on. And as that gets closer to 180° p2 and p4 get closer to p3. So yes all pulleys will get closer to 180° in relation to pulleys on either side. The maximum height before system passes the center of the load is 15’. So p6 with load fully raised will find center at any length below 14’11”. And I’ve attached a more accurate drawing of pulleys when load is raised. The first pic was more to show where the pulleys need to be to raise load in center, not to accurately show rope lengths and angles created by pulleys.
 

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  • #13
hutchphd said:
Its all one rope so the top rope cannot be independently tensioned. This will be flat only if the other ropes are flat...hence the question "how high do you want to lift the weight" which I ask again.
Like this with 2nd rope, just to set fixed anchor point for top pulley’s. I believe
 

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  • #14
If that is an accurate depiction of the geometry the tension in the rope might need to be hundreds of pounds and the force pulling sideways on the posts will be nearly twice the tension. Can the posts be higher? Or can you put a beam across? This is the same issue you get putting up a hammock with very little "bow"allowed...the tension goes to huge.
 
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  • #15
Rolacycle said:
unless there is more efficient way to use the same 6 pulleys and pull load centered between the two poles
This would be my way to use more efficiently 6 pulleys:

pulleys.png

You need two cables (anchored at the yellow points). The 2 top pulleys are connected at the center of the top cable (thus centering the load). The looser the top cable is, the less tension will be in it. The 5 pulleys over the load gives you 5 nearly vertical load carrier (which is what you want) and a sixth one going to the pulley on the pole (##\approx## 45°). This gives you a MA of about 5.7, i.e. you need 18 lb to lift the load. This is about twice as efficient as your arrangement in your OP.

You could also connect the pulled cable to the other pole instead of the top pulley (or top cable). This would reduce the MA (##\approx## 5.4), but might give you more stability as the lower cable will equally pull sideways on either side of the load.
 
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  • #16
hutchphd said:
If that is an accurate depiction of the geometry the tension in the rope might need to be hundreds of pounds and the force pulling sideways on the posts will be nearly twice the tension. Can the posts be higher? Or can you put a beam across? This is the same issue you get putting up a hammock with very little "bow"allowed...the tension goes to huge.
The 6:1 mechanical advantage system only requires 16.6 lb force to move 100lb load. And it doesn’t have to get to maximum height/ “little bow” to get +8’ off ground, yes I do understand that closer to maximum height it will get exponentially heavier especially the last few degrees as the rope nears 180°

And I probably could add beam in between but was just going for quick and easy not 100% everything it could possibly be. Just old telephone poles few pulleys and couple screws. But the poles are buried 8’ deep so any horizontal force on them is likely moot, I could probably hit it with my truck and not be enough force to change angle of pole, but point taken
 
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  • #17
jack action said:
This would be my way to use more efficiently 6 pulleys:

You need two cables (anchored at the yellow points). The 2 top pulleys are connected at the center of the top cable (thus centering the load). The looser the top cable is, the less tension will be in it. The 5 pulleys over the load gives you 5 nearly vertical load carrier (which is what you want) and a sixth one going to the pulley on the pole (##\approx## 45°). This gives you a MA of about 5.7, i.e. you need 18 lb to lift the load. This is about twice as efficient as your arrangement in your OP.

You could also connect the pulled cable to the other pole instead of the top pulley (or top cable). This would reduce the MA (##\approx## 5.4), but might give you more stability as the lower cable will equally pull sideways on either side of the load.
Yeah I see the flaw of my original concept was single rope, instead of independent top pulley anchor line/ or beam.
 
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  • #18
hutchphd said:
Its all one rope so the top rope cannot be independently tensioned. This will be flat only if the other ropes are flat...hence the question "how high do you want to lift the weight" which I ask again.

My P.S. went with my immediately prior post.
 
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  • #19
Cutter Ketch said:
I do not think this will work quite the way you want. It would require high tension to keep the rope as flat as it is at p6, but it clearly isn’t that tight as can be seen from the angles at p4 and p2. What will happen is the angles at p6 and p4 and p2 will flatten out more or less together. This isn’t necessarily a bad thing, and may constitute some extra mechanical advantage, but it seems overly complicated and unnecessary. Also, if you feel strongly about getting the rope relatively flat at p6 you would need several hundred pounds of tension in the rope at which point the lower rope would also be flat.

It would be easy to make it work the way you want. Why not get rid of p6 and p5. Make the top rope a separate fixed rope tied off at both poles. You will have to get a lot of tension (several hundred pounds) to keep the rope from sagging too much, so use a strong cable and a turnbuckle or similar. The lower rope would then also be tied off at 5.

Me personally, I would probably just go p1 to p3 to p2 to p3 to p2 to p3 etc until I had the mechanical advantage I want. Those ropes pulling at angles don’t add as much to the mechanical advantage. However, I see that your way is stable against swinging in one dimension, so that may be important to you.
The drawings pulley positions were more so I knew it how/where to put pulleys so it’s pull centered. Fully raised 180° rope at p6 would be 15’, and honestly anything over 6’ should be plenty clearance for deer/pigs/cattle. With load raised 7~13’ and weight of load I figured sagging at p6 would add stability

#3 windiest city in USA ...a 30mph wind is a like a Tuesday.
 

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  • #20
By the way, you can buy a block and tackle on amazon for twenty bucks

8258CDF6-D17D-4239-8B2D-373D19BF6E1B.jpeg
 
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  • #21
Rolacycle said:
The 6:1 mechanical advantage system only requires 16.6 lb force to move 100lb load.
Actually the mechanical advantage would be 4:1 (for your original) if all the ropes were vertical (you just count the ropes pulling on the load...I know there are six pulleys...but you need to be careful here.) Because of the angles the tension required is worse=~30lbs as I mentioned previously. As you go up it gets even worse because of angles.
For stability your design makes sense but you must figure how much force you wish to pull and then you can figure how tall the towers need to be worst case. Probably you don't need to worry about side loads (if the posts are rooted as you say.!)
The "two rope" solution may be the way to go...
 
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  • #22
hutchphd said:
Actually the mechanical advantage would be 4:1 (for your original) if all the ropes were vertical (you just count the ropes pulling on the load...I know there are six pulleys...but you need to be careful here.) Because of the angles the tension required is worse=~30lbs as I mentioned previously. As you go up it gets even worse because of angles.
For stability your design makes sense but you must figure how much force you wish to pull and then you can figure how tall the towers need to be worst case. Probably you don't need to worry about side loads (if the posts are rooted as you say.!)
The "two rope" solution may be the way to go...
4:1 ??
Both sides of rope @ P2/p4/p6 pull upwards from fully lowered position so how’s that 4:1
 
  • #23
Rolacycle said:
4:1 ??
Both sides of rope @ P2/p4/p6 pull upwards from fully lowered position so how’s that 4:1
If you isolate your 100 lb load, you'll notice that only 4 cables are pulling it upward, that is, the load is divided equally between 4 cables (assuming they have the same tension and are all vertical).

If you isolate your p3-p6 assembly, you'll notice that 2 cables are pulling it upward and 2 are pulling it downward. Similarly, you can also say that there are 2 cables pulling it to the left and 2 cables pulling it to the right. That means that they must be pulling equally, both up-and-down and sideways. So the angle between any two cables will be the same as the angle between the cables on the opposite side (i.e all cables will form an 'X' shape).

Assuming all your cables are vertical, they will all carry 25 lb each, the ones on the p3-p6 assembly going one against each other (hence adding nothing the MA).
 
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  • #24
Here is a thought process that I think will convince you of the 4:1 MA.
1) The MA is the ratio between the amount you pull the rope end down and the amount that the height of the weight changes.
2) If the P3 pully was hard-mounted rather than being suspended from P6, then clearly, the ratio of 1) would be 4:1.
3) Since the P3 pully is suspended from P6, the combined length-change of the P6/P3 rope system totals the same as if P3 was hard-mounted. That is, MA = 4:1.
 
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  • #25
jack action said:
If you isolate your 100 lb load, you'll notice that only 4 cables are pulling it upward, that is, the load is divided equally between 4 cables (assuming they have the same tension and are all vertical).

If you isolate your p3-p6 assembly, you'll notice that 2 cables are pulling it upward and 2 are pulling it downward. Similarly, you can also say that there are 2 cables pulling it to the left and 2 cables pulling it to the right. That means that they must be pulling equally, both up-and-down and sideways. So the angle between any two cables will be the same as the angle between the cables on the opposite side (i.e all cables will form an 'X' shape).

Assuming all your cables are vertical, they will all carry 25 lb each, the ones on the p3-p6 assembly going one against each other (hence adding nothing the MA).
ok I do see that p6& p3 offset each other in the entire system, but unfortunately when pulling rope you can’t isolate parts of the system.
And no I don’t believe these will pull evenly. Say the load, rope slack and p6/p3 all laying on ground and I start pulling, 4:1 system but it’s using 6:1 rope. Once slack is gone it will raise p6/p3 until slack between p5—->p4 —>p3—>etc pulls load 10’ off ground. That would need 60’ at 6:1 to lift 10’ even tho u pointed out it is 4:1 MA it’s 6:1 in relation to rope length right? Here’s another diagram with more information and fully raised one please don’t judge it too much lol
Anchor 15’
P5 15’
P1 15’

raise p2/p4 10” need 60’ rope. I do believe once slack is out (which will raise) p6/p3 (to to some height, don’t know that it would matter once slack is gone) they will pull evenly, but not before.
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  • #27
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  • #28
Rolacycle said:
but not sure even if I make overhead solid anchor point if it has room to pull slack out.
It's not clear what you mean by "pull slack out".
The separation of the anchors at the top is not essential. As long as you can keep the system from getting tangled up, all the upper anchor points can be together at the central "sagging" point of a cable across the top.

EDIT: I think I understand the slack. This takes some height for the cascade of pulleys.
 
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  • #29
FactChecker said:
It's not clear what you mean by "pull slack out".
The separation of the anchors at the top is not essential. As long as you can keep the system from getting tangled up, all the upper anchor points can be together at the central "sagging" point of a cable across the top.

EDIT: I think I understand the slack. This takes some height for the cascade of pulleys.
Slack like unused rope used to raise load. Well it’s a deer feeder and it doesn’t refill itself so load has to be dropped and doing so at 6:1 rope length the amount of rope to lift load makes a lot of slack when is laying on ground. And when u re raise load slack with be pulled out of pulleys in 6,5,4,3,2,1 order thus lifting the p6/3 (1st load) combo before raising the p4/2 (2nd and primary load)

and yes the top doesn’t have to be at perfect 180° plain. But the separated anchor is to keep wind at bay and maintain centeral vertical lifting point. MA is nice but honestly 100lb I could life with no advantage but 4:1 my 12yr old daughter can refill it
 
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  • #30
I believe that this will be the limit to the effective MA of P6:
When the angle of the ropes running through a pulley are at 0 degrees, the force will be doubled.
When the angle of the running lines is not 0 degrees, the effectiveness of the pulleys is diminished.
When the angle of the running lines reaches 120 degrees, there is no more mechanical advantage in that pulley.

Look for "120-degree rule" here:
https://www.frostburg.edu/faculty/r...s_preppers_chapters/Ch15-PulleySystems_v2.pdf

72E10F43-365F-41E5-B68E-BC09837C680C.png
 
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  • #31
Lnewqban said:
I believe that this will be the limit to the effective MA of P6:
When the angle of the ropes running through a pulley are at 0 degrees, the force will be doubled.
When the angle of the running lines is not 0 degrees, the effectiveness of the pulleys is diminished.
When the angle of the running lines reaches 120 degrees, there is no more mechanical advantage in that pulley.

Look for "120-degree rule" here:
https://www.frostburg.edu/faculty/r...s_preppers_chapters/Ch15-PulleySystems_v2.pdf

View attachment 258210
Yes closer to lifting limit height the MA will completely disappear. But once it’s raised and off ground all I have to do is stop pulling it up when it gets heavier
 
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  • #32
What you don't seem to appreciate is that (if the pulleys are "frictionless") as soon as the load is off the ground (and static) the tension in all segments of the rope is the same. So your initial diagram is impossible...in particular pulley 6 will be pulled about 5 ft lower when the forces equilibrate (and you will need >30lbs tension to lift it initially and more as you go up). If you need more MA then you need to change the design. What are your requirements?
 
  • #33
Rolacycle said:
Slack like unused rope used to raise load. Well it’s a deer feeder and it doesn’t refill itself so load has to be dropped and doing so at 6:1 rope length the amount of rope to lift load makes a lot of slack when is laying on ground. And when u re raise load slack with be pulled out of pulleys in 6,5,4,3,2,1 order thus lifting the p6/3 (1st load) combo before raising the p4/2 (2nd and primary load)

and yes the top doesn’t have to be at perfect 180° plain. But the separated anchor is to keep wind at bay and maintain centeral vertical lifting point. MA is nice but honestly 100lb I could life with no advantage but 4:1 my 12yr old daughter can refill it
I noticed that the pulley system in post #27 can only raise the weight 1/6 of the total height.
 
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  • #34
hutchphd said:
What you don't seem to appreciate is that (if the pulleys are "frictionless") as soon as the load is off the ground (and static) the tension in all segments of the rope is the same. So your initial diagram is impossible...in particular pulley 6 will be pulled about 5 ft lower when the forces equilibrate (and you will need >30lbs tension to lift it initially and more as you go up). If you need more MA then you need to change the design. What are your requirements?
Yes correct. But that only happens after all loads are suspended. And as I pointed out p6/3 is a load and raises1st. Right?

And my requirements are it be stable lifted, withstand moderate to high winds and raise and lower in the middle of poles. I had same 6 pulleys on single pole version but without offset from pole wind and it rubbing pole KO’d rope within 3weeks.
 
  • #35
I don't understand what you mean. Assuming "massless" rope and pulleys and "frictionless" pulleys and that you are lifting slowly: as soon as there is any lifting force on the load (i.e. no slack) the rope geometry is fixed. The other way to say this is that the geometry is the same for any sized load. Obviously as the load moves the geometry changes. But at that initial point the top line is bowed by ~5 ft and the MA suffers as per my estimate. If that MA is sufficient then OK. So what are the requirements? If your design is sufficient (with added stability requirements which this will meet I think) then what is our purpose here?

If you just want to understand better :flashlight: may I suggest you rig this with 10 lbs load and lightweight ropes and play...the physics is the same. Will be glad to provide analysis.
 
  • #36
hutchphd said:
I don't understand what you mean. Assuming "massless" rope and pulleys and "frictionless" pulleys and that you are lifting slowly: as soon as there is any lifting force on the load (i.e. no slack) the rope geometry is fixed. The other way to say this is that the geometry is the same for any sized load. Obviously as the load moves the geometry changes. But at that initial point the top line is bowed by ~5 ft and the MA suffers as per my estimate. If that MA is sufficient then OK. So what are the requirements? If your design is sufficient (with added stability requirements which this will meet I think) then what is our purpose here?

If you just want to understand better :flashlight: may I suggest you rig this with 10 lbs load and lightweight ropes and play...the physics is the same. Will be glad to provide analysis.
Your right you don’t. It’s not so much about mechanical advantage over the 100lb load. It’s not about having exactly correct diagram of pulleys, the rope tensions or their relations to each other or varying pulley angles created . It’s not about having most MA possible. Its about keep the load at center between the 2 poles no matter what height I raise the system and this isn’t for school it’s for real life. It’s only required to work it doesn’t need to meet any other requirements or MA minimums short of lifting load out of reach (from my cows, wild hogs and deer). Be stable in wind (spinning and swinging) in wind. I was looking for better way to raise load to center of pole (any height above 6’) not why this isn’t perfect system, that it loses MA as load is raised. Forget MA that’s literally least important part of system and is only bonus not requirement
 
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  • #37
When I first read the OP, I believed that a roller hook and a truss between the poles will do the trick, bit resisting the bending of +100 pounds between 15 feet requires something robust.

Now I believe that a strong rope anchored to top of both poles will not stretch/bend much.
A pulley-hook that is free to roll sideways over that horizontal rope, will self-center between both poles when load is applied.
You could limit that lateral translation with some sort of adjustable collars, in such a way that the rig does not slap either pole under high wind conditions.
Because of that, the diameter of the rigging rope, which tension will be up to @30 pounds (considering friction and MA=4) could be much smaller.

Flickr_-_The_U.S._Army_-_Rope_bridge.jpg
 
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  • #38
Lnewqban said:
When I first read the OP, I believed that a roller hook and a truss between the poles will do the trick, bit resisting the bending of +100 pounds between 15 feet requires something robust.

Now I believe that a strong rope anchored to top of both poles will not stretch/bend much.
A pulley-hook that is free to roll sideways over that horizontal rope, will self-center between both poles when load is applied.
You could limit that lateral translation with some sort of adjustable collars, in such a way that the rig does not slap either pole under high wind conditions.
Because of that, the diameter of the rigging rope, which tension will be up to @30 pounds (considering friction and MA=4) could be much smaller.

View attachment 258224
I already have 100’ of 3/8 braided polyester cord rated for 600lb of load.

30lb force to lift aint 16:1 MA. But thank goodness I put my big girl panties on every morning (their 15lb with no MA involved) 😂

Collar? I’m not sure I understand? Strap attaching lowest part of load to pole?
 
  • #39
The rig as designed will self-center.
It will not look like your drawings for reasons I have stated.
This is all relatively easy to calculate. But without actual specifications why bother? Good luck.
 
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  • #40
Rolacycle said:
Collar? I’m not sure I understand? Strap attaching lowest part of load to pole?

Sorry, I should have said rope stop instead.
Just something that clamps the heavy horizontal rope, giving the hanger pulley some room to self-adjust, but not so much that the ropes and pulleys could hit the poles.

10C534_AW01

Rope-Stop-3.jpg

0.jpg
 
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  • #41
Lnewqban said:
Sorry, I should have said rope stop instead.
Just something that clamps the heavy horizontal rope, giving the hanger pulley some room to self-adjust, but not so much that the ropes and pulleys could hit the poles.

10C534_AW01

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View attachment 258236
Oh ok I savvy. I’m a mechanic & roofer by trade and cattle rancher by birth none of which require complex pulley system knowledge.

I appreciate the insight I’ll have to see if cAn source one those locally. I’m otw the beef patch this afternoon to finish rigging whatever it ends up being today. Honestly I’m most excited about adding baby monitor 😂🤣 oink oink and solar battery charger. I think I’ll only have to fill it twice a month.
 
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  • #42
Hah I just realized welding rebar to eyelets at top of pole is easy quick and I’ve already got everything. Also minimal bending
 
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  • #43
Rolacycle said:
Hah I just realized welding rebar to eyelets at top of pole is easy quick and I’ve already got everything. Also minimal bending
Additional info about calculating forces and angles for that top horizontal rope:
https://www.ropelab.com.au/highline-tension-calculator/

Best luck with all projects!

👍🐖🐄🐎👍
 
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  • #44
I have to bleat about my ongoing problem with the PF loose use of the term "Mechanical Advantage". That term includes all dead-weight and friction. The back of an envelope ratio that people often rely on, using just the geometry of the situation, is (at least was) called the Velocity Ratio. Of course the MA is always less than the VR and the ratio MA/VR is the Efficiency. Many useful machines work, purposely, with a very low efficiency so that the Load doesn't slip back down again when the Effort is removed. (e.g. a wood screw or a car scissor jack)
@Lnewqban I'm late to this party but I like the 120 degree rule. Never thought of it that way before. :smile:
 
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