The deflection angles of two intermediate points A and B of a highway curve are given below. The chord distance between points A and B is CAB while the long chord is C. Compu elements of the curve and find the stationing of the beginning and end of the simple curve. **No space before and after the plus sign for stationing. Station A B CAB C Sta of P.I. Deflection Angles 7° 30' 14° 31' Chord distance (m) 39 151.500 70+500 Elements of the given circular curve Radius (m) Intersection Angle (degree-decimal) Tangent Distance Length of Curve (m) Degree of Curve (degree-decimal) Sta of P.C. Sta of P.T.
The deflection angles of two intermediate points A and B of a highway curve are given below. The chord distance between points A and B is CAB while the long chord is C. Compu elements of the curve and find the stationing of the beginning and end of the simple curve. **No space before and after the plus sign for stationing. Station A B CAB C Sta of P.I. Deflection Angles 7° 30' 14° 31' Chord distance (m) 39 151.500 70+500 Elements of the given circular curve Radius (m) Intersection Angle (degree-decimal) Tangent Distance Length of Curve (m) Degree of Curve (degree-decimal) Sta of P.C. Sta of P.T.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The deflection angles of two intermediate points A and B of a highway curve are given below. The chord distance between points A and B is CAB while the long chord is C. Comput
elements of the curve and find the stationing of the beginning and end of the simple curve.
**No space before and after the plus sign for stationing.
Station
A
B
CAB
с
Sta of P.I.
Deflection Angles
7° 30'
14° 31'
Chord distance (m)
39
151.500
70+500
Elements of the given circular curve
Radius (m)
Intersection Angle (degree-decimal)
Tangent Distance
Length of Curve (m)
Degree of Curve (degree-decimal)
Sta of P.C.
Sta of P.T.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ac55b9f-6cba-4415-8ecd-be94d4ed2811%2F462a4c09-1aeb-457f-924c-bad9024fff0c%2Flavmwe_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The deflection angles of two intermediate points A and B of a highway curve are given below. The chord distance between points A and B is CAB while the long chord is C. Comput
elements of the curve and find the stationing of the beginning and end of the simple curve.
**No space before and after the plus sign for stationing.
Station
A
B
CAB
с
Sta of P.I.
Deflection Angles
7° 30'
14° 31'
Chord distance (m)
39
151.500
70+500
Elements of the given circular curve
Radius (m)
Intersection Angle (degree-decimal)
Tangent Distance
Length of Curve (m)
Degree of Curve (degree-decimal)
Sta of P.C.
Sta of P.T.
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Step 1: Introduction
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VIEWStep 3: Calculation of Intersection Angle
VIEWStep 4: Calculation of Tangent Distance
VIEWStep 5: Calculation of Length of Curve
VIEWStep 6: Calculation of Degree of Curve
VIEWStep 7: Calculation of Station of PC
VIEWStep 8: Calculation of Station of PT
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