If the degree of MG transitioned curve is1.5° and the maximum sanctioned speed is105 km/hr and Assume the equilibriumspeed to be 75 km/hr, the cant deficiencywill be one of the following options:Ca= 63.81mmCa = 60.81mmCa = 100 mm when speeds higher than 100km/hCa = 65.81mmIf the radius of MG transitioned curve is875m and the good speed is 50 km/hr andAssume the equilibrium speed to be 80km/hr, the cant excess will be one of thefollowing options:Ce=61.4 mmCe=65 mmCe=65.4 mmCe= 37.1 mm

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If the degree of MG transitioned curve is 1.5° and the maximum sanctioned speed is 105 km/hr and Assume the equilibrium speed to be 75 km/hr, the cant deficiency will be one of the following options: Ca= 63.81mm Ca = 60.81mm Ca = 100 mm when speeds higher than 100 Ca = 65.81mm If the radius of MG transitioned curve is 875m and the good speed is 50 km/hr and Assume the equilibrium speed to be 80 km/hr, the cant excess will be one of the following options: Ce=61.4 mm Ce=65 mm Ce=65.4 mm Ce= 37.1 mm

If the degree of MG transitioned curve is 1.5° and the maximum sanctioned speed is 105 km/hr and Assume the equilibrium speed to be 75 km/hr, the cant deficiency will be one of the following options: Ca= 63.81mm Ca = 60.81mm Ca = 100 mm when speeds higher than 100 Ca = 65.81mm If the radius of MG transitioned curve is 875m and the good speed is 50 km/hr and Assume the equilibrium speed to be 80 km/hr, the cant excess will be one of the following options: Ce=61.4 mm Ce=65 mm Ce=65.4 mm Ce= 37.1 mm

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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