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- A highway curve having a radius of 320 m is banked so that there will be no lateral pressure between the tires and the roadway at a speed of 60 kph. Find the angle of embankment. a. 7.42 deg b. 5.06 deg c. 8.92 deg d. 6.52 degA highway curve with a radius of 600 m is to be banked for a speed of 80 km/hr. What should be theangle of bank so that at the design speed, there will be no frictional force necessary on the tire in adirection perpendicular to the plane of rolling?At what angle should a highway curve of 610-ft diameter be banked to accommodatecars travelling at 105 mph? The coefficient of friction between the tires and the road is0.55. What is the rated speed of the curve?
- A highway curve has a super elevation of 7degrees. Find the radius of curve in meters so that there will be no lateral pressure between the tires and the roadway at a speed of 40 mph.The radius of a highway curve is 120m, and has an angle of 9.31° from the horizontal. The center of gravity of the car is located 0.80m above the roadway and the distance between the two front wheels is 1.2m. If the car has a total weight of 15KN, a. Determine the normal acceleration and the velocity (in kph) of the car before overturning? b. Find the maximum velocity of the car could move along the curve so that there will be no outstanding pressure between the tires and the roadway. c. If the coefficient of kinetic friction is 0.60, what is the maximum velocity (in kph) of the car without sliding?1. A curve has a super elevation of 15° with angle of friction 10°. What is the radius of the curve such that there will be no lateral pressure between the tires and the roadway at a maximum speed of 60mph? 2. A vehicle travels along a curve of radius 200 m banked at an angle of 15°. If the static coefficient of friction between the road and the tires is 0.25, determine the largest constant speed at which the vehicle will not be thrown outward the banked curve.
- A vehicle traveling at a speed of 80kph accelerates at 3.41 m/s^2. The perception reaction time for the driver is 2.5sec. if the maximum grade of a road is -4% hint: use the acceleration for solving friction note: V1 = V2 1.) Compute the minimum sight distance 2.) Compute the length of the curve with a backward tangent of 6%A car accelerates for t sec from rest to a velocity of 48 ft. per sec, the acceleration increasing uniformly from zero to 12 ft. pre sec². During the next 4 sec, the car decelerates at a constant rate to a velocity of 4 ft. per sec. Sketch the a-t, v-t and s-t curvesA horizontal curve on a two-lane highway is designed with a 610-m radius, 3.5-m lanes, and 80 kph design speed. Determine the distance that must be cleared from the inside edge of the inner lane to provide sufficient stopping sight distance. (Note: Curve radius is typically reckoned from the centerline of the roadway, and driver location is assumed to be at the middle of the travelled lane.) Assume coefficient of friction as 0.35. ANSWER M =4.0 ?
- When aligning a highway in a traffic area, it is necessary to provide a horizontal circular curve of radius 295 m , if the design speed is 60 kph , determine the superelevation rate. ( Superelevation to fully counteract centrifugal force use only 75% of the design speed). a.0.053 b.0.054 c.0.055 d.0.052determine the degree of the circular curve. if the maximum allowable speed of a car that could travel a circular curve is 85 kph and the impact factor is 0.17.A section of a two-lane rural highway consists of a -3% grade intersecting a +4.5% grade. The speed limit on the highway is 55 mph. The height of headlights of an average car is 2.4 feet with a beam angle of 1.50. Determine the length of sag vertical curve that joins the two grades, considering a safe stopping maneuver