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A 600 meter radius curve is introduced between straight portions of a Broad Gauge measuring 1750 mm Railway line intersecting- to form a total deviation of 70 degrees. The speed for determining the equilibrium cant is fixed at 80 kph and the maximum sectional speed is 110 kph while booked speed is 50 kph. The maximum permissible cant and cant deficiency are 165 mm. and 100 mm. respectively. On Broad Gauge Cant Excess should not be allowed to exceed 75mm. Calculate the Length of transition in meters ( largest value) using the following equations stated below: (a) L= 0.008 C X V. (b) L= 0.008 C, X V, (c) L= 0.72 C, Centrifiugal Force

A 600 meter radius curve is introduced between straight portions of a Broad Gauge measuring 1750 mm Railway line intersecting- to form a total deviation of 70 degrees. The speed for determining the equilibrium cant is fixed at 80 kph and the maximum sectional speed is 110 kph while booked speed is 50 kph. The maximum permissible cant and cant deficiency are 165 mm. and 100 mm. respectively. On Broad Gauge Cant Excess should not be allowed to exceed 75mm. Calculate the Length of transition in meters ( largest value) using the following equations stated below: (a) L= 0.008 C X V. (b) L= 0.008 C, X V, (c) L= 0.72 C, Centrifiugal Force

Structural Analysis
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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A 600 meter radius curve is introduced between straight portions of a Broad Gauge measuring 1750 mm Railway line intersecting- to form a total deviation of 70 degrees. The speed for determining the equilibrium cant is fixed at 80 kph and the maximum sectional speed is 110 kph while booked speed is 50 kph. The maximum permissible cant and cant deficiency are 165 mm. and 100 mm. respectively. On Broad Gauge Cant Excess should not be allowed to exceed 75mm. Calculate the Length of transition in meters ( largest value) using the following equations stated below: (a) L= 0.008 C, X V (b) L= 0.008 C, X V, (c) L=0.72 C Where : L = the length of transition in metres. V = maximum pemissble speed in kmph. C, = cant deficiency in millimetres. C, = actual superelevation on curve in millimetres Centrifugal Force Resultant Foree Weight Superelevation
Transcribed Image Text:A 600 meter radius curve is introduced between straight portions of a Broad Gauge measuring 1750 mm Railway line intersecting- to form a total deviation of 70 degrees. The speed for determining the equilibrium cant is fixed at 80 kph and the maximum sectional speed is 110 kph while booked speed is 50 kph. The maximum permissible cant and cant deficiency are 165 mm. and 100 mm. respectively. On Broad Gauge Cant Excess should not be allowed to exceed 75mm. Calculate the Length of transition in meters ( largest value) using the following equations stated below: (a) L= 0.008 C, X V (b) L= 0.008 C, X V, (c) L=0.72 C Where : L = the length of transition in metres. V = maximum pemissble speed in kmph. C, = cant deficiency in millimetres. C, = actual superelevation on curve in millimetres Centrifugal Force Resultant Foree Weight Superelevation
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