The turn is banked for a speed of
10 m/s. As speed of the vehicle is 15 ~\text{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