Question: EXAMPLE 8 ( Practical stopping distance and perception / reaction time ) A car is traveling up a 2 % grade at 7 0 m

EXAMPLE 8(Practical stopping distance and perception/reaction time)
A car is traveling up a 2% grade at 70mih on good, wet pavement. The driver brakes to
try to avoid hitting stopped traffic that is 250 ft ahead. The driver's reaction time is 0.5 s .
At first, when the driver applies the brakes, a software flaw causes the
antilock braking system to fail (brakes work in non-antilock mode with 80% efficiency),
leaving 80 ft skid marks. After the 80 ft skid, the antilock brakes work with 100%
efficiency. How fast will the driver be going when the stopped traffic is hit if the
coefficient of rolling resistance is constant at 0.013?(Assume minimum theoretical
stopping distance and ignore aerodynamic resistance.)
SOLUTION:
EXAMPLE 6(Braking efficiency and Practical stopping distance)
A car W=2200lb,CDD=0.25,Af=21.5ft2 has an antilock braking system that gives it a
braking efficiency of 100%. The car's stopping distance is tested on a level roadway with
poor, wet pavement (with tires at the point of impending skid), and =0.00238
slugs/ft3. How inaccurate will the stopping distance predicted by the practical stopping-
distance equation be compared with the theoretical stopping distance, assuming the car
is initially traveling at 60mih? How inaccurate will the practical stopping-distance
equation be if the same car has a braking efficiency of 85%?
SOLUTION:
EXAMPLE 8 ( Practical stopping distance and

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