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Formulas/physics/Laws Of Motion/Banking with Friction — Maximum and Minimum Speed

Banking with Friction — Maximum and Minimum Speed

Speed limits on a banked road with friction before the vehicle skids.
Class 11Class JEE
Derivation

The situation

A banked road of angle θ\theta has coefficient of static friction μ\mu between tires and road. There is a range of safe speeds. Below vminv_{min}, the vehicle slides down the bank. Above vmaxv_{max}, it slides up the bank.

Finding vmaxv_{max} — 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 mm:

  • Weight mgmg downward
  • Normal force NN perpendicular to bank
  • Friction μN\mu N down the bank (toward centre and down)

Resolving along and perpendicular to the bank is messy. Easier to resolve vertically and horizontally.

Vertical:

NcosθμNsinθ=mgN\cos\theta - \mu N\sin\theta = mg

N(cosθμsinθ)=mg...(1)N(\cos\theta - \mu\sin\theta) = mg \quad \text{...(1)}

Horizontal (centripetal, inward):

Nsinθ+μNcosθ=mvmax2rN\sin\theta + \mu N\cos\theta = \frac{mv_{max}^2}{r}

N(sinθ+μcosθ)=mvmax2r...(2)N(\sin\theta + \mu\cos\theta) = \frac{mv_{max}^2}{r} \quad \text{...(2)}

Divide (2) by (1):

sinθ+μcosθcosθμsinθ=vmax2rg\frac{\sin\theta + \mu\cos\theta}{\cos\theta - \mu\sin\theta} = \frac{v_{max}^2}{rg}

Divide numerator and denominator by cosθ\cos\theta:

tanθ+μ1μtanθ=vmax2rg\frac{\tan\theta + \mu}{1 - \mu\tan\theta} = \frac{v_{max}^2}{rg}

vmax=rgtanθ+μ1μtanθ\boxed{v_{max} = \sqrt{rg \cdot \frac{\tan\theta + \mu}{1 - \mu\tan\theta}}}

Finding vminv_{min} — 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=mgN\cos\theta + \mu N\sin\theta = mg

N(cosθ+μsinθ)=mg...(3)N(\cos\theta + \mu\sin\theta) = mg \quad \text{...(3)}

Horizontal (centripetal):

NsinθμNcosθ=mvmin2rN\sin\theta - \mu N\cos\theta = \frac{mv_{min}^2}{r}

N(sinθμcosθ)=mvmin2r...(4)N(\sin\theta - \mu\cos\theta) = \frac{mv_{min}^2}{r} \quad \text{...(4)}

Divide (4) by (3):

sinθμcosθcosθ+μsinθ=vmin2rg\frac{\sin\theta - \mu\cos\theta}{\cos\theta + \mu\sin\theta} = \frac{v_{min}^2}{rg}

vmin=rgtanθμ1+μtanθ\boxed{v_{min} = \sqrt{rg \cdot \frac{\tan\theta - \mu}{1 + \mu\tan\theta}}}

The safe speed range

vminvvmaxv_{min} \leq v \leq v_{max}

Within this range, static friction adjusts to whatever value is needed (between zero and μN\mu N) — no skidding.

Special cases

No friction (μ=0\mu = 0):

vmax=vmin=rgtanθ=videalv_{max} = v_{min} = \sqrt{rg\tan\theta} = v_{ideal}

Only one safe speed — the ideal banking speed. Any deviation causes skidding.

vmin=0v_{min} = 0: This happens when tanθ=μ\tan\theta = \mu, i.e. the banking angle equals the angle of friction. The vehicle can be stationary on the bank without sliding down.

Condition for vminv_{min} to be real

tanθμ\tan\theta \geq \mu

If tanθ<μ\tan\theta < \mu, the formula gives an imaginary vminv_{min} — meaning the vehicle can remain stationary on the bank (friction is sufficient to prevent downward sliding even at v=0v = 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.