Counterweights suspended or on rails

  • Thread starter Thread starter Raidzero
  • Start date Start date
AI Thread Summary
The discussion revolves around the design considerations for a horizontal beam supported by vertical rubber conveyor belts, with counterweights involved. The main question is whether to position the counterweights on the opposite side of the beam or on a rail that restricts their movement to vertical only. The participant suggests that allowing counterweights to move freely simplifies the design, but expresses concern about sideways movement during deceleration due to the belt's elasticity. The consensus indicates that constraining the system to desired degrees of freedom is a sound engineering approach. Overall, the design choice hinges on balancing simplicity with stability during operation.
Raidzero
Messages
2
Reaction score
0
Hello,

I have a question for mechanical engineers out there. While being one myself, I did not work in this field for 20 years, and I forgot all the formulas :)
The problem I have: a horizontal beam is attached to a pair of vertical rubber conveyor belts, one on each end of the beam. The beam has to move up and down. Since it's pretty heavy, there are some counterweights attached to the belts as well.
Now, the question is: would it be OK to use have the beam on one side of the belt and the counterweight hanging on the other side, or have the counterweight on a rail that only allows it to move up and down, and never sideways?
I believe that having the counterweights move freely, not on a rail, simplifies the design, the only concern is them moving sideways when the beam decelerates because of elasticity in the conveyor belt.
The beam has about 30 pounds and has to travel for about 8 feet. The two counterweights are about 15 pounds each.
Thank you.
 
Engineering news on Phys.org
There's no problem with constraining the system to only the degrees of freedom you desire. It makes good engineering sense to do so.
 
That's what I wanted to know, thank you very much.
 
How did you find PF?: Via Google search Hi, I have a vessel I 3D printed to investigate single bubble rise. The vessel has a 4 mm gap separated by acrylic panels. This is essentially my viewing chamber where I can record the bubble motion. The vessel is open to atmosphere. The bubble generation mechanism is composed of a syringe pump and glass capillary tube (Internal Diameter of 0.45 mm). I connect a 1/4” air line hose from the syringe to the capillary The bubble is formed at the tip...
Thread 'Physics of Stretch: What pressure does a band apply on a cylinder?'
Scenario 1 (figure 1) A continuous loop of elastic material is stretched around two metal bars. The top bar is attached to a load cell that reads force. The lower bar can be moved downwards to stretch the elastic material. The lower bar is moved downwards until the two bars are 1190mm apart, stretching the elastic material. The bars are 5mm thick, so the total internal loop length is 1200mm (1190mm + 5mm + 5mm). At this level of stretch, the load cell reads 45N tensile force. Key numbers...
I'd like to create a thread with links to 3-D Printer resources, including printers and software package suggestions. My motivations are selfish, as I have a 3-D printed project that I'm working on, and I'd like to buy a simple printer and use low cost software to make the first prototype. There are some previous threads about 3-D printing like this: https://www.physicsforums.com/threads/are-3d-printers-easy-to-use-yet.917489/ but none that address the overall topic (unless I've missed...
Back
Top