In designing a freeway on-ramp, you must make it long enough for cars to be able to accelerate and merge safely with traffic traveling at speeds of 75 mph . For an off-ramp, the cars must be able to come to a stop from 35 mph over the length of the ramp. Your traffic engineers provide the following data: Powerful cars can accelerate from rest to 50 mph in 4.0 s , while less powerful cars take twice as long to do this. When slowing down from 35 mph , a car with good tire treads will take 8.7 s to stop, whereas one with bald tires takes 15.2 s .
Displacement is inversely proportional to acceleration.
Let us consider the vehicle with less power and acceleration
Initial velocity of the car is,
vo =0
Initial time is,
t = 4 s
v = 50 mph
=22.35 m / s
The acceleration of the car is
a = (v - vo) / t
= 5.59 m /s2
So, braking distance or the length of the ramp required x is given by
x = v t + (1 / 2) a t2
= 134.1 m
Initial time is,
t =8.7 s
v = 35 mph
=15.65 m / s
The acceleration of the car is
a = (v - vo) / t
= 1.80 m /s2
So, braking distance or the length of the ramp required x is given by
x = v t + (1 / 2) a t2
= 204.22 m
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