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 percent? OA 6.55 OB 5.66 OC2.38 OD. 23.8 O E None of the above

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 percent? OA 6.55 OB 5.66 OC2.38 OD. 23.8 O E None of the above

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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Question

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

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