Reversed curve Given: Radius of first curve, R1 = 104 m Radius of first curve, R2 = 95 m Stationing of P.C. = 6472m Angle of intersection; I1= 180 Angle of intersection; I2= 120 Compute the value of the following curve parameters: Tangents, T1 and T2 Deflection angles for the 10-m full station points Chord lengths per 10-m arc length Tabulate the computed curve stations with their corresponding cumulative deflection angles and chord lengths between stations. Stations Deflection Angles Chord Lengths
Reversed curve Given: Radius of first curve, R1 = 104 m Radius of first curve, R2 = 95 m Stationing of P.C. = 6472m Angle of intersection; I1= 180 Angle of intersection; I2= 120 Compute the value of the following curve parameters: Tangents, T1 and T2 Deflection angles for the 10-m full station points Chord lengths per 10-m arc length Tabulate the computed curve stations with their corresponding cumulative deflection angles and chord lengths between stations. Stations Deflection Angles Chord Lengths
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Reversed curve
Given:
Radius of first curve, R1 = 104 m
Radius of first curve, R2 = 95 m
Stationing of P.C. = 6472m
Angle of intersection; I1= 180
Angle of intersection; I2= 120
Compute the value of the following curve parameters:
Tangents, T1 and T2
Deflection angles for the 10-m full station points
Chord lengths per 10-m arc length
Tabulate the computed curve stations with their corresponding cumulative deflection angles and chord lengths between stations.
| Stations | Deflection Angles | Chord Lengths |
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