TRN-04
Equilibrium rail cant
e = G v² /(g R) for a balanced curve.
Governing equation
where
- G
- Track gauge (m)
- v
- Speed (km/h)
- R
- Curve radius (m)
- e
- Equilibrium cant (mm)
Lecture brief
Historical brief
Highway and traffic theory crystallized with Greenshields’ 1935 speed–density line, then AASHTO stopping sight and equivalent axles. The lab is that operational arithmetic of flow, braking and pavement load. This sheet (TRN-04 — Equilibrium rail cant) is the form associated with EN 13803 · AREMA. Working symbols: , , . Lateral acceleration v²/R is cancelled by a superelevation e that tilts the resultant through the track centre.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Equilibrium cant e120.394 mm
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Narration of this film
No deficiency, standard gauge G in m, speed in km/h.
Lateral acceleration v²/R is cancelled by a superelevation e that tilts the resultant through the track centre.
Watch on YouTube