Banked Curve (its killing me)

In summary, the conversation discusses a problem in which a civil engineer must design a curved section of roadway that meets certain conditions, including a minimum radius of curvature and angle at which the road should be banked. One person shares their solution for part A of the problem and expresses difficulty with part B. Others offer explanations and equations to help solve the problem, and in the end, an answer is reached.
  • #1
Seiya
43
1
Hey lads, i solved part a of this problem in 5 minutes, part B is killing me, I've been doing it for 1 hour and nothing.. I've tried everything, any help appreciated:

[Tipler5 5.P.090.] A civil engineer is asked to design a curved section of roadway that meets the following conditions: With ice on the road, when the coefficient of static friction between the road and rubber is 0.05, a car at rest must not slide into the ditch and a car traveling less than 50 km/h must not skid to the outside of the curve. What is the minimum radius of curvature of the curve and at what angle should the road be banked?
____? m
2.862° (i found this and its correct)

i really don't know if I am thinking right anymore after 1 hour of this + other stress that came on so well here is the last thing i tried...

i set my set of axis parallel to the banked road, so the positive Y is the normal force... and the friction force goes parallel the banked road...

i set the force friction going up the hill to balance the weight component going down the banked road and i had a force component (mv^2/r)/(cos(2.862)

Well i don't even know what I am doing anymore.. i know at first i must of been close to solving it but now I am too tired to reason ... help appreciated, thanks!
 
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  • #2
Seiya said:
... and the friction force goes parallel the banked road...
i set the force friction going up the hill...

If the car is at the werge of sling away, the friction must be down the incline.
 
  • #3
No, friction acts up the incline mukundpa. Its what holds the car up from falling. That would amount to saying that friction forces the car down the incline.

Edit: I did not read the whole question, were both right. You have two conditions. If the car slides down into the ditch, friction acts up. If the car goes to fast and slides up the road, friction acts down.
 
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  • #4
Seiya said:
...and a car traveling less than 50 km/h must not skid to the outside of the curve...
hence friction must be down the incline.
 
  • #5
yep your right!
 
  • #6
I would just use like...
Normal Force in x (component acting against the car skidding) = mass * v^2 / r
F_n sin(theta) = (mv^2) / r
F_n sin(theta) is just F_nx, so F_nx = mv^2 / r In my first physics class we were told to assume an object moving on ice as moving on a frictionless (perfect) surface ... if the same for you then ignore this part
Forces holding car = Kin. Friction force in x + Normal force in x
F_hc = F_kx + F_nx
F_kx = F_n*u_k * cos(2.862 degrees)
F_hc is the net force that's 'holding' the car on the road ... and ignore the F_nx is the only force that's 'holding' the car ,

The force to hold the car on the road can be seen as...
F_n sin(2.862) + F_n(u_k) cos(2.862) = m (v^2) / r
v, in m/s is 13.888888888... m/s
so
r = m(13.8888888888)^2 / (F_n (sin(2.862)+u_k cos(2.862))

-- if you were ignoring, stop here --
Since F_nx is the only force that's 'holding' the car on the road, then it is your net force that you hve to 'stabilize' the car ... so, we can pull the car in on a tighter radius until the forces wanting to push it off the road overcome the forces wanting to let it 'slide' into the ditch ... no change in y thus the reason only x ..

Because ...
F_n sin(2.862) = mv^2 / r ,
...we can write...
r = mv^2 / (F_n * sin(2.862) )
v is in km / hr, so in m /s its 13.8888888 ... or just (13 + 8/9) m /s (fractions are exact for calculations...) Hope this helped... If you need a diagram or something then I'll 'toss ' one together in Gimp or something. Once again: I might be totally wrong.. if so then just ignore me.
 
  • #7
mukundpa said:
hence friction must be down the incline.

i solved part 1 lads , i tought i stated it :(

Stmoe: you use the x component of the normal force... i used the x component of the weight, same thing ..

i think i know where my mistake was..

i set mv^2/r towards the middle... according to what i hear you guys are saying that mv^2/r acts up the incline and the friction and the weight x component act down? If so here is where my mistake lay... thanks for helping me realize that!
 
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  • #8
Sorry, I was thinking of the second part in which the car is moving with maximum posibble welocity.:smile:
 
  • #9
you need to treat it as two separate questions. one where the point of reference is parallel to the (presumed) ground, that is for the moving one. and then for the question where the car is still the frame of reference would be parallel to the road surface. then you can calculate out the forces acting upon stuff, do a lot of cancelling and you should get your answer.
 
  • #10
i think iv got the answer

F=(static friction0*R
F=0.05*mg
a=mv^2/r

0.05*mg=mv^2/r
r=mv^2/0.05*mg

r=v^2/g*0.05
r=380.88m.


tan(theta)=v^2/rg
(theta)=2.862
 

What is a banked curve?

A banked curve is a curved section of road or track that is designed with a slope or angle to help vehicles navigate the curve safely and efficiently.

Why are banked curves used?

Banked curves are used to prevent vehicles from sliding or skidding off the road or track while turning. They also help to maintain a constant speed and reduce stress on the tires and suspension.

How do banked curves work?

Banked curves work by using the force of gravity to keep the vehicle on the road or track. The banking angle and slope of the curve counteract the centrifugal force that pushes the vehicle outward while turning, allowing it to stay on the desired path.

What are the different types of banked curves?

There are two main types of banked curves: superelevated and oversuperelevated. Superelevated curves have a constant banking angle throughout the curve, while oversuperelevated curves have a varying banking angle that is steeper at the beginning and end of the curve.

How are banked curves designed?

Banked curves are designed using mathematical equations that take into account factors such as vehicle speed, radius of the curve, and banking angle. Engineers also consider the type of vehicle that will be using the curve, as different vehicles may require different banking angles to safely navigate the curve.

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