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Why Does a Hanging Chain Refuse to Be a Parabola?

A hanging chain follows a hyperbolic cosine because each point must support the weight of all the chain below it.

Difficulty
Intermediate
Area
Calculus and mathematical physics
Reading time
10 minutes
Prerequisites
Slope as rise over run · Basic derivatives and integrals · Exponential functions
A luminous magenta chain hangs between two cyan drafting towers over a dark maritime grid, while a dashed green parabola nearly follows it near the center before separating toward the supports.

Hang a uniform chain from two hooks. Its middle sags into a curve that looks like the graph of y=x2y=x^2. If you trace the chain and fit a parabola near its lowest point, the match can be so good that a ruler will not settle the question.

Move toward either hook. The chain climbs a little faster than the matching parabola. Its exact shape is a catenary, named from the Latin catena, or chain:

y=a(cosh⁡xa−1).y=a\left(\cosh\frac{x}{a}-1\right).

The coordinate xx measures horizontal distance from the lowest point, and yy measures height above that point. The positive constant aa controls the amount of sag. A large aa makes a shallow curve; a small aa makes a deep one.

The function cosh⁡\cosh, pronounced “cosh,” is the hyperbolic cosine:

cosh⁡t=et+e−t2.\cosh t=\frac{e^t+e^{-t}}{2}.

Why should two exponential functions appear in a piece of chain?

Imagine cutting the right half of the hanging chain at one point while somehow holding the severed piece motionless. Three forces act on the piece between the lowest point and the cut. The tension at the lowest point pulls horizontally. Gravity pulls the whole piece downward. The tension at the cut pulls along the chain’s tangent.

The next diagram names those forces before the equations use them. In the diagram, ss is the length of chain from the lowest point to the cut, ww is the chain’s weight per unit length, HH is the constant horizontal component of tension, TT is the total tension at the cut, and θ\theta is the tangent’s angle above horizontal.

Force balance on half a chain

The slope records how much chain hangs below

Forces acting on the right half of a hanging chainA magenta chain segment rises from its lowest point to a cut point on the right. At the cut, a diagonal tension arrow has horizontal component H and vertical component w times s. The vertical component balances the weight of the chain segment, whose arc length is s.
What to notice: the horizontal force H stays constant. The vertical force must equal the weight ws of the chain between the lowest point and the cut. As arc length s grows, the tangent angle θ grows too.

The chain is motionless, so its forces balance. The vertical part of TT must support a weight wsws. The horizontal part of TT must equal HH. Their ratio gives the tangent’s slope:

dydx=tan⁡θ=wsH.\frac{dy}{dx}=\tan\theta=\frac{ws}{H}.

Define a=H/wa=H/w. The same equation becomes

dydx=sa.\frac{dy}{dx}=\frac{s}{a}.

The slope therefore depends on arc length ss, the distance measured along the curved chain—not merely on horizontal distance xx. Farther from the center, the chain segment is longer, its weight is greater, and the curve must turn upward more sharply.

From force balance to hyperbolic cosine

Let u=dy/dxu=dy/dx denote the slope. The arc-length formula says

dsdx=1+(dydx)2=1+u2.\frac{ds}{dx}=\sqrt{1+\left(\frac{dy}{dx}\right)^2}=\sqrt{1+u^2}.

Since u=s/au=s/a, differentiation gives

dudx=1adsdx=1a1+u2.\frac{du}{dx}=\frac{1}{a}\frac{ds}{dx}=\frac{1}{a}\sqrt{1+u^2}.

Now separate the variables:

du1+u2=dxa.\frac{du}{\sqrt{1+u^2}}=\frac{dx}{a}.

The hyperbolic sine is sinh⁡z=(ez−e−z)/2\sinh z=(e^z-e^{-z})/2. Its inverse is written arsinh⁡\operatorname{arsinh}. Integrating the separated equation and using x=0x=0, u=0u=0 at the lowest point gives

arsinh⁡u=xa.\operatorname{arsinh}u=\frac{x}{a}.

Apply the hyperbolic sine to both sides. Because sinh⁡\sinh and arsinh⁡\operatorname{arsinh} undo each other,

u=sinh⁡xa.u=\sinh\frac{x}{a}.

Recall that u=dy/dxu=dy/dx, then integrate once more:

dydx=sinh⁡xa,y=acosh⁡xa+C.\begin{aligned} \frac{dy}{dx}&=\sinh\frac{x}{a},\\ y&=a\cosh\frac{x}{a}+C. \end{aligned}

The condition y(0)=0y(0)=0 gives C=−aC=-a. The force balance has produced the catenary equation stated at the beginning.

Why the parabola nearly wins

The resemblance to a parabola is mathematical, not an optical accident. The power series for hyperbolic cosine begins

cosh⁡z=1+z22!+z44!+z66!+⋯ .\cosh z=1+\frac{z^2}{2!}+\frac{z^4}{4!}+\frac{z^6}{6!}+\cdots.

Substitute z=x/az=x/a into the catenary equation:

y=x22a+x424a3+x6720a5+⋯ .y=\frac{x^2}{2a}+\frac{x^4}{24a^3}+\frac{x^6}{720a^5}+\cdots.

Near x=0x=0, the fourth-, sixth-, and later-power terms are tiny. The first surviving term is the parabola y=x2/(2a)y=x^2/(2a). The interactive comparison below gives both curves the same lowest point and the same curvature there. Move the slider to change aa, or hide the dashed parabola to inspect the catenary alone.

Interactive curve comparison

One center, one curvature, two different curves

A catenary compared with a parabola over a twenty-metre spanA solid magenta catenary and a dashed green parabola share a lowest point and curvature. The curves nearly overlap around the center, while the catenary rises farther near the two supports. A slider changes the catenary parameter and therefore the amount of sag.

Height at each support 5.431 m

Catenary above parabola there 0.431 m

What to notice: the two curves are almost indistinguishable near the lowest point. The solid catenary rises above the dashed parabola near the supports because each outer piece of chain must hold the weight of a longer piece below it. Color, line style, and labels identify the curves independently.

Worked example: a 20-meter span

Place the supports 20 meters apart, at x=−10x=-10 meters and x=10x=10 meters. Suppose a=10a=10 meters. The height of either support above the chain’s lowest point is

y(10)=10(cosh⁡1010−1)=10(cosh⁡1−1)=10(e+e−12−1)≈10(2.71828+0.367882−1)≈5.4308 meters.\begin{aligned} y(10) &=10\left(\cosh\frac{10}{10}-1\right)\\ &=10(\cosh 1-1)\\ &=10\left(\frac{e+e^{-1}}{2}-1\right)\\ &\approx10\left(\frac{2.71828+0.36788}{2}-1\right)\\ &\approx5.4308\text{ meters}. \end{aligned}

The parabola with the same curvature at the bottom reaches

yp(10)=1022(10)=5 meters.y_{\mathrm p}(10)=\frac{10^2}{2(10)}=5\text{ meters}.

The curves differ by only 0.43080.4308 meter at the supports and much less near the center. A shallow hanging chain can pass for a parabola until measurements reach far enough from its lowest point.

Try the equation

Problem 1

A chain has a=5a=5 meters. How high is the chain at x=5x=5 meters, relative to its lowest point? Use cosh⁡1≈1.54308\cosh 1\approx1.54308.

Reveal the solution

Substitute a=5a=5 and x=5x=5:

y(5)=5(cosh⁡55−1)=5(1.54308−1)=2.7154 meters.\begin{aligned} y(5) &=5\left(\cosh\frac{5}{5}-1\right)\\ &=5(1.54308-1)\\ &=2.7154\text{ meters}. \end{aligned}

The chain is about 2.7152.715 meters above its lowest point.

Problem 2

For a=10a=10 meters, compare the catenary and its matching parabola at x=2x=2 meters. Use cosh⁡(0.2)≈1.02006676\cosh(0.2)\approx1.02006676.

Reveal the solution

The catenary gives

y(2)=10(1.02006676−1)=0.2006676 meter.y(2)=10(1.02006676-1)=0.2006676\text{ meter}.

The matching parabola gives

yp(2)=222(10)=0.2 meter.y_{\mathrm p}(2)=\frac{2^2}{2(10)}=0.2\text{ meter}.

Their difference is

0.2006676−0.2=0.0006676 meter,0.2006676-0.2=0.0006676\text{ meter},

which is about 0.6680.668 millimeter. Near the bottom, the two curves are genuinely difficult to distinguish.

A chain tests a new calculus

Galileo discussed the hanging-cord problem in Two New Sciences in 1638 and treated a lightly sagging cord as approximately parabolic. Joachim Jungius later established that the exact curve was not a parabola; his result appeared after his death in 1669. The University of St Andrews history of the catenary traces that correction and the work that followed.

Jacob Bernoulli made the chain’s exact shape a public challenge in 1690. Gottfried Wilhelm Leibniz, Christiaan Huygens, and Johann Bernoulli supplied solutions published in the June 1691 issue of Acta Eruditorum. Huygens had introduced the name catenary in a 1690 letter to Leibniz.

The challenge also tested methods. Leibniz had first published differential calculus only seven years earlier, in 1684. In a September 1691 letter, Huygens credited Leibniz’s calculus with revealing properties of the curve that Huygens’s geometric approach had missed.

The catenary challenge has an institutional story rather than a direct political one. Acta Eruditorum was a monthly, Latin-language journal founded in Leipzig in 1682 under the Collegium Gellianum with support from the Duke of Saxony. The University of the Pacific’s journal history describes how the publication circulated work by German and foreign scholars across mathematics, medicine, law, history, and theology. A household object became a public benchmark for a new mathematical technology because a journal connected correspondents across Europe.

Chains, arches, bridges, and soap

A cable hanging under its own uniformly distributed weight follows a catenary. Turn the force picture upside down, and tension becomes compression. Robert Hooke stated the architectural consequence in 1675—“as hangs the flexible line, so but inverted will stand the rigid arch”—although he hid the statement in an anagram. The University of Houston’s account of Hooke’s chain theory explains why an ideal inverted catenary carries its own weight without bending.

Real structures expose the boundary of the idealization. A suspension-bridge cable carrying a roadway whose weight is uniform per horizontal meter tends toward a parabola, while a freely hanging uniform cable tends toward a catenary. The distinction changes the load term in the force calculation. A National Institute of Standards and Technology report on suspension bridges defines the freely suspended uniform-cable case, and Delft engineering notes derive the parabolic case for horizontal uniform loading.

The 630-foot Gateway Arch in St. Louis uses a related weighted catenary because its triangular legs narrow toward the top rather than maintaining constant weight per unit of arc length. The National Park Service describes the monument’s dimensions and catenary-based engineering; mathematician Robert Osserman’s historical analysis distinguishes its weighted curve from the ordinary chain curve.

Rotate a catenary around its vertical axis and it sweeps out a catenoid. A soap film stretched between two circular rings can take that minimal-surface shape. Masato Ito and Taku Sato’s laboratory study measured catenoids as the rings separated and recorded the film’s collapse near a critical distance.

One idea to remember

A parabola’s slope grows with horizontal distance. A catenary’s slope grows with the amount of chain already hanging below the point. That arc-length dependence changes x2x^2 into cosh⁡(x/a)\cosh(x/a).

Continue with instantaneous slope if the derivatives in the force balance deserve a slower pass. Then investigate the calculus of variations, which reaches the same catenary by asking which hanging shape minimizes gravitational potential energy.

Sources