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Relevant technical criteria and other information for a railway route under investigation are given below. a) Calculate the maximum slope that can be applied in the tunnel on this route b) When the trains have to stop on this slope, verify whether they can tow their loads at the time of take-off. Locomotive power: 4000 kW Inrush slope: 8 kg/ton Rail-bandage friction coefficient = 250 kg/ton Tunnel resistance: 2 kg/ton

Relevant technical criteria and other information for a railway route under investigation are given below. a) Calculate the maximum slope that can be applied in the tunnel on this route b) When the trains have to stop on this slope, verify whether they can tow their loads at the time of take-off. Locomotive power: 4000 kW Inrush slope: 8 kg/ton Rail-bandage friction coefficient = 250 kg/ton Tunnel resistance: 2 kg/ton

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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Relevant technical criteria and other information for a railway route under investigation are given below.

a) Calculate the maximum slope that can be applied in the tunnel on this route

b) When the trains have to stop on this slope, verify whether they can tow their loads at the time of take-off.

Locomotive power: 4000 kW

Inrush slope: 8 kg/ton

Rail-bandage friction coefficient = 250 kg/ton

Tunnel resistance: 2 kg/ton

To be operated Qatars Traveller Cargo regime speed (km/sec.) 160 90 Locomotive Weight (t) 100 100 Train Weight (t) 600 1 1100 t Of (kg/t) 1,5+ 1,5+ V2 4000 V= 2000
Transcribed Image Text:To be operated Qatars Traveller Cargo regime speed (km/sec.) 160 90 Locomotive Weight (t) 100 100 Train Weight (t) 600 1 1100 t Of (kg/t) 1,5+ 1,5+ V2 4000 V= 2000
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