Download Geometric Design of Railway Track PDF | Free Geometric Design of Railway Track PDF

Related PDFs (2)

Materials Required per km of Railway Track

Formulas : 23 Size : 332 kb

Railway Track and Track Stresses

Formulas : 27 Size : 420 kb

Contents of the Geometric Design of Railway Track PDF

List of 22 Geometric Design of Railway Track Formulas

Cant Deficiency for given Maximum Theoretical Cant

Cant Deficiency for given Theoretical Cant

Degree of Curve in Railways

Equilibrium Cant for BG

Equilibrium Cant for MG

Equilibrium Cant for NG

Equilibrium Cant in Railways

Length of Transition Curve as per Railway Code

Length of Transition Curve based on Arbitrary Gradient

Length of Transition Curve based on rate of change of Cant Deficiency

Length of Transition Curve based on Rate of change of Super Elevation

Maximum Theoretical Cant in Railways

Radius for given Degree of Curve in Railways

Radius of Transition Curve for BG or MG

Radius of Transition Curve for NG

Safe Speed on Transitioned Curves for BG or MG

Safe Speed on Transitioned Curves for NG

Shift in Railways for Cubic Parabola

Speeds from Length of Transition Curves for High Speeds

Speeds from Length of Transition Curves for Normal Speeds

Theoretical Cant in Railways

Weighted Average of Different Trains at Different Speeds

Variables used in Geometric Design of Railway Track PDF

D_c Degree of Curve for Railways (Degree)
D_Cant Cant Deficiency (Centimeter)
e Super Elevation for Transition Curve (Meter)
e_bg Equilibrium Cant for Broad Gauge (Meter)
e_Cant Equilibrium Cant (Centimeter)
e_eq Equilibrium Cant in Railways (Meter)
e_Eqmax Maximum Equilibrium Cant (Centimeter)
e_mg Equilibrium Cant for Meter Gauge (Meter)
e_ng Equilibrium Cant for Narrow Gauge (Meter)
e_th Theoretical Cant (Centimeter)
e_Thmax Maximum Theoretical Cant (Centimeter)
e_Vmax Equilibrium Cant for Max Speed (Centimeter)
G Gauge of Track (Meter)
L Length of Transition Curve in meters (Meter)
L_AG Length of Curve based on Arbitrary Gradient (Meter)
L_CD Length of Curve based on Cant Deficiency Rate (Meter)
L_RC Length of Curve based on Railway Code (Meter)
L_SE Length of Curve based on Change of superelevation (Meter)
n₁ Number of Trains with Speed 1
n₂ Number of Trains with Speed 2
n₃ Number of Trains with Speed 3
n₄ Number of Trains with Speed 4
R Radius of Curve (Meter)
R_t Radius of Transition Curve (Meter)
S Shift in Railways in Cubic parabola (Meter)
V Speed of Vehicle on Track (Kilometer per Hour)
V₁ Speed of Trains Moving with Same Speed 1 (Kilometer per Hour)
V₂ Speed of Trains Moving with Same Speed 2 (Kilometer per Hour)
V₃ Speed of Trains Moving with Same Speed 3 (Kilometer per Hour)
V₄ Speed of Trains Moving with Same Speed 4 (Kilometer per Hour)
V_bg/mg Safe Speed on Transitioned Curves for B.G/M.G (Kilometer per Hour)
V_High Speeds from Length of Curve for High Speeds (Kilometer per Hour)
V_Max Maximum Speed of Train on Curve (Kilometer per Hour)
V_ng Safe Speed on Transitioned Curves for N.G (Kilometer per Hour)
V_Normal Speeds from Length of Curve for Normal Speeds (Kilometer per Hour)
W_Avg Weighted Average Speed (Kilometer per Hour)

Constants, Functions and Measurements used in Geometric Design of Railway Track PDF

Constant: pi, 3.14159265358979323846264338327950288
Archimedes' constant
Measurement: Length in Centimeter (cm), Meter (m)
Length Unit Conversion
Measurement: Speed in Kilometer per Hour (km/h)
Speed Unit Conversion
Measurement: Angle in Degree (°)
Angle Unit Conversion

Download Now!