May 1, 20201 min
1.Rail joint welded Rail
Long welded Rail
2.Ballest,Formation and sleepers
Ballast and Ballast cushion
Minimum depth of ballast cushion
Composite sleeper index
Sleeper density
3.Geomeric design of track
Different guages
safe speed on curves based on Martins Formula
Safe speed based on Super Elevation
Speed from the length of transition curve
Radius & Degree of curve
Versine of curve
Grade Compensation
Super Elevation (cant) (e)
Equiliberium Cant (e')
Equilibrium Speed or average Speed(Vav)
Maximum value of cant (emax)
Cant Deficiency(D)
Transition Curve (Cubic Parabola)
Extra lateral clearance on curves
Extra clearence on platform
Guage widening on curves
4.Points and crossing
Heel Divergence or heel clearance
Switch angle
Flange way clearence
Minimum length of tongue Rail
Distance between TNC & ANC
Number Angle of crossing
Cross over
Design of diamond Crossing
5.Track stresses
Dynamic Augment
Hammer blow effect
steam effect
Inertia of Reciprocating forces
Method of calculating logitudinal bending stress in rail
Rail wheel contact stresses
Formation Pressure
Track deterioration and maintainability of track
6.Traction and Tractive Resistance
Trctive Effort
Hauling Capacity (H.C)
Train Resistance
Resistance due to Track
Resistance due to Starting & Acceleration
Wind Resistance
Total Resistance