TRN-07
Friction braking distance
d = v² /(2 μ g) on a level road.
Governing equation
where
- v
- Speed (km/h)
- \mu
- Friction coefficient (—)
- d
- Braking distance (m)
The figure, part by part
Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.
Governing law — red
Domain of the variable — blue
Response curve — green
Rate of change — amber
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-07 — Friction braking distance) is the form associated with AASHTO · UNECE R13. Working symbols: , . Work–energy or constant-deceleration kinematics with a = μ g yields the classic braking length.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Braking distance d45.507 m
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Narration of this film
Level, locked or ABS-equivalent μ, no aerodynamic drag.
Work–energy or constant-deceleration kinematics with a = μ g yields the classic braking length.
Watch on YouTube