Catenary Curve Calculator

Calculate catenary curve properties including sag, arc length, tension, slope, and curvature using the equation y = a·cosh(x/a).

Ratio of horizontal tension to weight per unit length
m
Horizontal distance from lowest point
m
Horizontal distance between supports
m
N/m
3–21 points along the curve
y at x
54.05
Catenary height y = a·cosh(x/a) = 54.05 m
Sag (deflection)
4.05
Vertical drop from support level to lowest point: 4.05 m
Arc Length
41.08
Total cable length between supports: 41.08 m
Horizontal Tension
100.00
T_h = w·a = 100.00 N — constant along the curve
Max Tension
108.11
Occurs at supports: T_max = w·a·cosh(L/2a) = 108.11 N
Slope at x
0.4108
dy/dx = sinh(x/a); angle = 22.33°
Radius of Curvature
58.44
R = a·cosh²(x/a) = 58.44 m
Minimum Height
50.00
At lowest point (x=0): y_min = a = 50.00 m

Curve Profile

20.000+20.00

Catenary Properties Table

x (m)Height (m)Arc from center (m)Slope
-20.004.0520.54-0.4108
-16.002.5816.27-0.3255
-12.001.4512.12-0.2423
-8.000.648.03-0.1607
-4.000.164.00-0.0801
0.000.000.000.0000
4.000.164.000.0801
8.000.648.030.1607
12.001.4512.120.2423
16.002.5816.270.3255
20.004.0520.540.4108

Catenary Reference

PropertyFormulaDescription
Equationy = a·cosh(x/a)Standard catenary curve
Arc Lengths = a·sinh(x/a)Length from lowest point
SagΔ = a·cosh(L/2a) − aMax vertical deflection
Horizontal TensionT_h = w·aConstant along curve
Angleθ = arctan(sinh(x/a))Tangent angle at x
Curvatureκ = sech²(x/a) / aRate of curve bending
Planning notes, formulas, and examples

About the Catenary Curve Calculator

The catenary curve describes the shape formed by a flexible chain or cable hanging freely under its own weight, supported at its endpoints. Defined by the equation y = a·cosh(x/a), it is one of the most elegant curves in mathematics and engineering, appearing everywhere from power line design to architectural arches.

The parameter "a" in the catenary equation represents the ratio of horizontal tension to the weight per unit length of the cable. A larger value of "a" produces a flatter, more gently curving catenary, while smaller values create deeper, more pronounced sags. Understanding this relationship is critical for structural engineers designing suspension bridges and electrical engineers planning overhead transmission lines.

This calculator computes all essential catenary properties: the height at any point along the curve, total sag between supports, arc length of the cable, horizontal and maximum tensions, local slope, curvature, and radius of curvature. It also generates a detailed properties table showing how these values change along the curve's length.

Preset configurations for common real-world scenarios — power lines, suspension bridges, heavy chains, decorative cables, and clotheslines — let you quickly explore how different parameters affect the curve's shape. The interactive curve profile visualization shows the catenary's characteristic U-shape, and the reference table summarizes all key formulas.

Whether you're an engineer sizing cables, a physics student studying statics, or an architect designing hanging structures, it gives the precise catenary calculations you need.

When This Page Helps

Catenary equations involve the hyperbolic cosine function with parameters that interact nonlinearly — computing y-coordinates, arc lengths, sag depths, and horizontal tension from a cable's weight per unit length and support span requires careful algebra that is easy to mishandle. The page evaluates the full catenary profile, plotting the curve for any parameter a, computing sag, arc length, and tension, and letting you switch between metric and imperial units. Architects, structural engineers, and power-line designers use catenary math daily, and the workflow removes the manual algebra overhead so you can focus on design decisions.

How to Use the Inputs

  1. Enter the catenary parameter "a" or choose a preset scenario.
  2. Set the horizontal position x where you want to evaluate the curve.
  3. Enter the total span between the two support points.
  4. Provide the weight per unit length of the cable or chain.
  5. Adjust the number of table points for more or less curve detail.
  6. Read sag, arc length, tension, and slope results from the output cards.
  7. Examine the curve profile and properties table for the complete view.
Formula used
y = a · cosh(x / a); Arc Length s = a · sinh(x / a); Sag = a · cosh(L / 2a) − a; T_horizontal = w · a; T_max = w · a · cosh(L / 2a)

Example Calculation

Result: y ≈ 54.03, sag ≈ 4.03 m, arc length ≈ 40.43 m

With a = 50 m and span = 40 m, the catenary sags about 4 m below the support level. The total cable length is slightly greater than the horizontal span.

Tips & Best Practices

  • For gently hanging cables, parameter "a" is much larger than the span.
  • Sag increases rapidly when span approaches or exceeds 2a.
  • Horizontal tension is constant everywhere along the catenary.
  • Maximum tension always occurs at the support points.
  • The catenary approximates a parabola whenever sag is small relative to span.

The Catenary vs. the Parabola

A common misconception is that a hanging cable forms a parabola. Galileo originally believed this, but in 1691 Leibniz, Huygens, and Johann Bernoulli independently proved the true shape is a catenary: y = a cosh(x/a). A parabola is a good approximation only when the sag is small relative to the span. For deeper sags, the hyperbolic cosine diverges significantly from a parabolic fit. The parameter a = T₀/w represents the ratio of horizontal tension to weight per unit length and controls the curve's "flatness" — larger a means a flatter, tighter cable.

Structural and Architectural Applications

The inverted catenary is the ideal shape for a compression arch: the Gateway Arch in St. Louis, Gaudí's hanging-chain models for the Sagrada Família, and Roman aqueduct arches all exploit this principle. Power transmission lines, suspension bridge cables (under uniform horizontal load, these are parabolas, but under self-weight, catenaries), and overhead contact wires for electric railways all follow catenary geometry. Understanding sag is critical: excessive sag causes ground clearance violations, while too little sag (high tension) risks conductor fatigue or snap in cold weather.

Arc Length, Tension, and Design Trade-offs

The arc length of a catenary from x = −L/2 to L/2 is 2a sinh(L/(2a)), which is always longer than the span L. Engineers must order enough cable to cover this extra length. The tension varies along the curve: minimum at the lowest point (T₀ = wa) and maximum at the supports T = w√(a² + y²). These relationships drive conductor selection, tower height decisions, and span-to-sag ratio tables in power-line design. Wind and ice loading add uniform horizontal and vertical loads that shift the curve between a catenary and a parabola, requiring iterative sag-tension calculations.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • A catenary is the curve formed by a uniform flexible chain or cable hanging freely under gravity, described by y = a·cosh(x/a).