The turn is banked for a speed of
10 m/s. As speed of the vehicle is
15 m/s i.e. greater than banked speed, therefore vehicle will have a tendency to slip outwards. To prevent it, static friction will act inwards on the banked surface.
On applying equilibrium condition along vertical direction,
Ncosθ−mg−fsinθ=0
⇒Ncosθ−fsinθ=mg ...(1)
On applying equation of dynamics towards the centre of horizontal circular path:
Nsinθ+fcosθ=mv2r ...(2)
On mulitplying (1) with
−sin θ and (2) with
cos θ and adding them gives,
−Ncosθsinθ+fsin2θ+Nsinθcosθ+fcos2θ=−mgsinθ+mv2rcosθ
⇒f(sin2θ+cos2θ)=mv2rcos θ−mgsinθ
f=mv2rcos θ−mgsinθ ...(3)
Since
tan θ=v2rg
[Condition for banking of road]
⇒tan θ=10220×10
⇒tan θ=12=t2t
From triangle shown in figure,
cos θ=2√5
sin θ=1√5
Putting the values in Eq.
(3),
⇒f=200×15220×2√5−200×10×1√5
∵v=15 m/s
⇒f=500√5
Since static friction will act at its limiting value to prevent slipping of vehicle
⇒μN>500√5
⇒μ×mgcosθ>500√5
⇒μ>500√5200×10×2√5
⇒μ>25004000=58
Thus, minimum required coefficient of static friction
μ=58
On comparing with
μ=n8, we get
n=5