3. In a given simple curve, the value of the degree of curve is 5 degrees. The coefficient of friction between the tires and the pavement is 0.12. The velocity of the vehicles that is allowed in this curve is up to 80 kph. a) Determine the supervelevation required. (In Slope) None of the Choices 1/5.33321 1/4.32090 1/84.8352 1/6.96499 O 1/10.0355 O 1/17.9479

3. In a given simple curve, the value of the degree of curve is 5 degrees. The coefficient of friction between the tires and the pavement is 0.12. The velocity of the vehicles that is allowed in this curve is up to 80 kph. a) Determine the supervelevation required. (In Slope) None of the Choices 1/5.33321 1/4.32090 1/84.8352 1/6.96499 O 1/10.0355 O 1/17.9479

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

A 0.12-radian simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.30. What is the required super-elevation in percent? OA 6.55 OB. 5.66 Oc.2.38 O D. 23.8 O E. None of the above
Example Problem 1: Two tangents having azimuths of 240° and 282° are connected by an 80m spiral curve with a 6° circular curve. The width of the roadway is 10m. If the design velocity is 60kph, determine the ff: a. Super-elevation at quarter points b. Deflection angle at the end point S.C. c. External distance
The design speed for a National Highway is 100 kmph. If the maximum permissible superelevation is 0.10 and the coefficient of lateral friction is 0.15, the ruling minimum radius of horizontal curve on the highway should be O A. 260 m O B. 315 m O C. 380 m O D. 410 m
A curve road 74m in radius has a super elevation of 0.12 and a design speed of 80kph. Determine the coefficient of friction between the tires and the pavement. Correct! 0.56 0.42 0.38 0.68
A Moving to another question will save this response. Question 21 A 12-degree simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.40. what is the required super-elevation in percent? O A. 7.87 O B. 8.11 OC 63.8 O 0.23.8 O E. None of the above Question 2
A 12-degree simple curve is to be designed for a maximum speed of 88kph. The coefficient of friction between the tires and pavement is 0.40. What is the required super elevation? a. 24.20% b. 25.10% c. 23.80% d. 26.560%
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