Can the tension in a hanging cable be determined with known length and location?

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    Cable Catenary
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SUMMARY

The tension in a hanging cable can be determined using the equation y = a cosh((x - h)/a) + k, where 'a' represents the tension. Given the cable length L and the distance d between endpoints, the relationship L = 2a sinh(d/(2a)) allows for numerical approximation of 'a'. This method is applicable even for endpoints of unequal height, although adjustments may be necessary for varying forces, such as drag instead of gravity. The discussion highlights the importance of understanding the catenary curve in these calculations.

PREREQUISITES
  • Understanding of catenary equations and their applications
  • Familiarity with hyperbolic functions, specifically cosh and sinh
  • Basic knowledge of numerical approximation techniques
  • Concept of forces acting on cables, including gravity and drag
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  • Research numerical methods for solving nonlinear equations
  • Explore the implications of varying forces on catenary shapes
  • Learn about the effects of endpoint height differences on cable tension
  • Investigate simulations of catenary cables under different loading conditions
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Engineers, physicists, and computer simulation developers interested in modeling the behavior of hanging cables under various forces and conditions.

joel_f
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hi~
i need to determine the tension a in the equation of the hanging cable y=acosh(x-h)/a+k with a known length and known location of end points. i figured out how to determine the horizontal translation h but i need a in order to do it and to have the complete equation.

this is for a computer simulation where the weight of the cable is not important. this is why i condensed tension in the formula down to a. if the weight is a requirement then it can be set, in which case i would need to find the horizontal force acting on the cable.

is it possible to find the tension with the given information?
 
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The length of the cable L is given by y=2a\mbox{sinh}\left(\frac{d}{2a}\right), where d is the distance between the end points of the cable (I assumed they were at equal heights based on your equation). You can get a numerical approximation of a from this equation after substituting in the known values of d and L.
 
would this work for end points of unequal height? am i using the wrong equation for the catenary of this type?
 
Hello benorin,

I hope you will still get this. I very much liked your extensive answer of the problem.

What if you would replace the force acting on the cable from being gravity to drag. In other words what if the force is not equally distributed. Like a fish on a fishingrod swimming around the fisherman, or a cable with increasing density towards one end.

Can this be solved?

Regards,
Seuren
 

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