Solving Cable Tension Question with Proportion

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    Cable Tension
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SUMMARY

The discussion focuses on calculating the necessary spacer length to increase the locking tension of a cable system from 1200 psi to between 1250 psi and 1400 psi. The user proposes adding a spacer of 0.085 inches, resulting in a total spacer length of 1.079 inches. Using the proportion method, they calculate the new tension to be approximately 1302.615 psi. The calculations assume a linear relationship due to the low stress compared to the yield strength of steel, making the linear approximation valid.

PREREQUISITES
  • Understanding of hydraulic pressure and its measurement in psi.
  • Basic knowledge of linear relationships and proportional calculations.
  • Familiarity with material properties, specifically the yield strength of steel.
  • Experience with mechanical systems involving tension and locking mechanisms.
NEXT STEPS
  • Research the properties of steel, particularly its yield strength and spring coefficient.
  • Learn about hydraulic systems and how pressure affects mechanical components.
  • Study proportional reasoning in mechanical design and its applications.
  • Explore the effects of tension on cable systems and locking mechanisms.
USEFUL FOR

Mechanical engineers, product designers, and anyone involved in the design and optimization of cable tension systems will benefit from this discussion.

jw2007
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I have a locking device with a cable running through it (think of pieces of PVC pipe with a cable through them). I apply pressure and pull on one end of the cable tightening it and pulling the pieces together so I can lock it with a cam device. To lock it presently it requires 1200 psi (hydraulic pressure) applied to the cable (tension). There is a spacer block .994" long that I pull the cam lock past to get to 1200 psi. I need to increase the locking tension to between 1250 psi and 1400 psi. I need to determine the length of the new spacer. I intend to calculate this as a proportion since the cable, which is steel, I believe should have a constant spring coefficient. My calculation for my next move is as follows:

I plan to add a spacer that is an additional .085" in length making the overall spacer length 1.079"

.994"/1200 psi = 1.079"/X psi

X = 1.079"(1200 psi/.994")

X= 1302.615 psi

Does this make sense?
 
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Assuming that everything is linear this makes sense. If we were talking about a rigid bar then since it is a low stress, you should definitely be in the linear range. I think you should end up close enough to what you want.
 
The stress is negligible compared to the yield strength of steel. A linear approximation is appropriate.
 

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