Aerial Ropeway Span

2D twin of the 3D alpine ropeway: a loaded carrying cable between two towers, how far it sags and what the towers must hold.

Presets

Playback

Span, cable and cabin

A counterweight keeps the horizontal cable tension constant; the cabin adds a point load that moves along the span.

Model checks

The science

What is modelled

A taut carrying cable with constant horizontal tension H under its own weight w per metre and a cabin weight P at distance a. The shape is the bending-moment diagram of a beam with the same loads, divided by H.

Equations

  • Sag y(x) = M(x) / H with M(x) = w x (L - x) / 2 + P (L - a) x / L for x below a.
  • Vertical reactions Vl = w L / 2 + P (L - a) / L, Vr = w L / 2 + P a / L.
  • Tension at a tower T = sqrt(H^2 + V^2).
  • Extra cable length 8 d^2 / (3 L) for a parabola of sag d.

Checks run in the page

  • Parabola against the exact catenary for self weight.
  • Finite-difference cable with a nodal cabin load against the closed form.
  • Force balance and end slopes.
  • Cable length against the series.

Honest simplifications

Small-sag theory with level towers, constant horizontal tension, no rope stretch, no wind and no haul-rope or carriage dynamics. The 900 kN breaking load is an illustrative figure.

What to try
  • Press Long span, light tension and see how sag grows as 1 / H.
  • Press Heavy cabin, high tension to see a stiff cable carry a heavy load.
  • Watch the tower tensions swap as the cabin crosses the middle.
Sag under the cabin against time
Sag against cabin position
Tension at each tower against cabin position
Sag under the cabin against horizontal tension
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