Speed limits on a banked road with friction before the vehicle skids.
Class 11Class JEE
Derivation
The situation
A banked road of angle θ has coefficient of static friction μ between tires and road. There is a range of safe speeds. Below vmin, the vehicle slides down the bank. Above vmax, it slides up the bank.
Finding vmax — tendency to slide up
At maximum speed, the vehicle tends to slide up the bank (outward). Friction acts down the bank (inward, toward centre).
Forces on vehicle of mass m:
Weight mg downward
Normal force N perpendicular to bank
Friction μN down the bank (toward centre and down)
Resolving along and perpendicular to the bank is messy. Easier to resolve vertically and horizontally.
Vertical:
Ncosθ−μNsinθ=mg
N(cosθ−μsinθ)=mg...(1)
Horizontal (centripetal, inward):
Nsinθ+μNcosθ=rmvmax2
N(sinθ+μcosθ)=rmvmax2...(2)
Divide (2) by (1):
cosθ−μsinθsinθ+μcosθ=rgvmax2
Divide numerator and denominator by cosθ:
1−μtanθtanθ+μ=rgvmax2
vmax=rg⋅1−μtanθtanθ+μ
Finding vmin — tendency to slide down
At minimum speed, the vehicle tends to slide down the bank (inward). Friction acts up the bank (outward, away from centre).
Vertical:
Ncosθ+μNsinθ=mg
N(cosθ+μsinθ)=mg...(3)
Horizontal (centripetal):
Nsinθ−μNcosθ=rmvmin2
N(sinθ−μcosθ)=rmvmin2...(4)
Divide (4) by (3):
cosθ+μsinθsinθ−μcosθ=rgvmin2
vmin=rg⋅1+μtanθtanθ−μ
The safe speed range
vmin≤v≤vmax
Within this range, static friction adjusts to whatever value is needed (between zero and μN) — no skidding.
Special cases
No friction (μ=0):
vmax=vmin=rgtanθ=videal
Only one safe speed — the ideal banking speed. Any deviation causes skidding.
vmin=0: This happens when tanθ=μ, i.e. the banking angle equals the angle of friction. The vehicle can be stationary on the bank without sliding down.
Condition for vmin to be real
tanθ≥μ
If tanθ<μ, the formula gives an imaginary vmin — meaning the vehicle can remain stationary on the bank (friction is sufficient to prevent downward sliding even at v=0).
Note
These formulas assume the vehicle is on the verge of skidding. In practice, the vehicle operates well within this range. The formulas are useful for finding the design limits — how slow or fast can a vehicle go on a given banked curve before friction is insufficient.