A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N 85° 30' E Bearing of YZ = S 68° 30' E Station of Vertex / Intersection = 4 + 360.2 Station of Point of Curvature = 4 + 288.4
A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N 85° 30' E Bearing of YZ = S 68° 30' E Station of Vertex / Intersection = 4 + 360.2 Station of Point of Curvature = 4 + 288.4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A simple curve connects two tangents XY and YZ.
The survey data are the following:
Bearing of XY = N 85° 30' E
Bearing of YZ = S 68° 30' E
Station of Vertex / Intersection = 4 + 360.2
Station of Point of Curvature = 4 + 288.4](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd2013138-1bf4-4977-864e-ce8188ef6480%2F643c84bb-1c35-4cf3-90ba-8166c11d003f%2Fvm23dl8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A simple curve connects two tangents XY and YZ.
The survey data are the following:
Bearing of XY = N 85° 30' E
Bearing of YZ = S 68° 30' E
Station of Vertex / Intersection = 4 + 360.2
Station of Point of Curvature = 4 + 288.4
![Deflection
Chord
Stations
Arc Distance/
Angle /
Subdeflection
Distance/
(Station Interval = 20 m)
Sub-Arc
Distance, m
Subchord
Angle, deg.
Distance, m
First Station
Next Station
PC ( Sta. 4 + 288.4)
Sta. _ +.
Sta. +
Sta.
Sta.
+
Sta. +
Sta. _ +
Sta. _ +
Sta. +
Sta.
Sta. _ +
Sta.
+
Sta. _ +
Sta. +
Sta. +
PT (Sta. _ +
Sta.
+
Sta.
+
1/1
Chord Distance, L
(from PC to PT)
m. (from PC to PT)
%3D
Length of Curve, Lc
Station of Point of Tangency = _+
%3D
PT
PC](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd2013138-1bf4-4977-864e-ce8188ef6480%2F643c84bb-1c35-4cf3-90ba-8166c11d003f%2Fab91ea_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Deflection
Chord
Stations
Arc Distance/
Angle /
Subdeflection
Distance/
(Station Interval = 20 m)
Sub-Arc
Distance, m
Subchord
Angle, deg.
Distance, m
First Station
Next Station
PC ( Sta. 4 + 288.4)
Sta. _ +.
Sta. +
Sta.
Sta.
+
Sta. +
Sta. _ +
Sta. _ +
Sta. +
Sta.
Sta. _ +
Sta.
+
Sta. _ +
Sta. +
Sta. +
PT (Sta. _ +
Sta.
+
Sta.
+
1/1
Chord Distance, L
(from PC to PT)
m. (from PC to PT)
%3D
Length of Curve, Lc
Station of Point of Tangency = _+
%3D
PT
PC
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