A catenary curve describes the shape the displacement cable takes when subjected to a uniform force such as gravity. This curve is the shape of a perfectly flexible chain suspended by its ends and acted on by gravity. The equation was obtained by Leibniz and Bernoulli in 1691 in response to a challenge by Bernoulli and Jacob.
The equation of a catenary curve can be derived by examining a very small part of a cable and all forces acting on it (see Figure 2)
Here h is the sag the cable gets under the action of gravitational force. To simplify, we will examine two points on the cable: points 1 and 2. Let the distance between point 1 and 2 be so small, that cable segment 12 is linear. Let dx and dy be projections of section 12 length to X and Y axes respectively.
A tightening force is acting at every point of cable. It is directed at a tangent to cable curve and depends only on the coordinates of cable point. Let the tightening force at point 1 be N and that at point 2 be N+dN, where dN is a small addition due to difference of coordinates.
Let P be the weight of cable section 12. Weight is directed downwards, parallel to Y axis. Let α be the angle between the X axis and cable section 12.
For cable section 12 to be at rest and equilibrium with the rest of cable, forces acting on this section need to balance each other. The sum of these forces need to equal to zero.
Formula  Explanation 

Projections of sum of all forces acting at section 12 to X and Y axes should look like formula 1. Here Nx and Ny are projections of tighting force N to X an Y axes correspondingly. These equations give us the value for cable weight P (formula 2). 

We see from Figure 2 that the ratio of tighting force projections (N) is found to be a slope ratio of the force N (see formula 3). 

If we differentiate this ratio by x, we get second derivative of ratio (formula 4). 

At the same time, cable weight P is cable weight per unit length (q) mutliplied by differential of arc (dS) (formula 5). 

Using formula 2, we can see that first derivative of projecting of tightening force to Y axis can be showed by the differential of arc (formula 6). 

If we state formula 7, 

we get the final equation for cable form (formula 8). 

We will solve this equation using substitution (formula 9). 

Finally we get (formula 10), where C1 and C2 are coefficients that are defined by point of origin in concerned system. We assume this point to be the lowest point of cable, then C1 = 0 and C2 = 1. 

Hence the equation of cable form looks like formula 11. This formula is wideknown as that for the catenary curve. 

Cable sag (h) is value of cable form equation for point l/2 (formula 12), where l is the straightline distance between the position transducer and the application (Figure 1). 

For cable length, we will use the formula for the length of the catenary curve (formula 13). 

The length of the cable is the catenary length from point l/2 to point l/2 (formula 14). 
Now some test to prove our calculator above. The input data we have is:
Field  Sybmol  Units  Default value 

Cable tension  Nx  N  3 
Straightline distance  l  m  0.5 
Cable mass per unit length  kg/m  0.00065617  
Force perpendicular to cable length (acceleration of gravity)  g  m/s^2  9.81 
For these default inputs, we can use formulas 714 to calculate the cable sag and cable length:
Variable  Formula  Value 

q  Cable mass per unit length * Force perpendicular to cable length  0.0064370277 
a  (7)  466.053610426439519593 
Cable sag h  (12)  0.00006705237348283384 
Cable length S  (14)  0.50000002397877673999 
Because the mass of the cable per unit length is so small and the cable tension is relatively high, cable sag does not produce any significant error unless the cable length is exceptionally long (over 60 feet (18.28 meters)). The cable sag error is minor compared to other error sources (generally less than ± 0.0025%).
The easytouse calculator above shows how displacement cable sag affects the accuracy of our position transducers. The calculator displays the cable sag in absolute units as well as a percentage of total cable length ("measurement error").
There is virtually no cable sag error when the displacement cable has no appreciable "side loads" on it such as what exists in a space environment or when the cable is oriented parallel to the direction of gravity.
Other catenary facts:
Additional information on the catenary curve can be found at:
Other calculators:
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