EBK PRINCIPLES OF HIGHWAY ENGINEERING A
EBK PRINCIPLES OF HIGHWAY ENGINEERING A
6th Edition
ISBN: 9781119299332
Author: WASHBURN
Publisher: JOHN WILEY+SONS,INC.-CONSIGNMENT
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Chapter 2, Problem 38P
To determine

The theoretical stopping distance of a truck on a level grade.

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The rated speed of a highway curve of 60 m radius is 50 kph. If the coefficient of friction between the tires and the road is 0.25, (a) What is the minimum speed at which a car can round the curve without skidding? (b) What is the frictional force exerted on the wheels of the car when the speed observed is 35 kph? 1kph= 0.28 mps
Q-A vehicle is moving on a road of grade +4% at a speed of 20 m/s. Consider the coefficient of rolling friction as 0.46 and acceleration due to gravity as 10 m/s2. On applying brakes to reach a speed of 10 m/s, find the required braking distance along the horizontal.
The rated speed of a highway curve of 300-ft radius is 40 mph. If the coefficient of friction between the tires and the road is 0.60, what is the maximum speed at which a car can round the curve without skidding?
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