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. Compute the 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 4° 15' 9° 17' Chord distance (m) 20 120 80+200 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. Compute the 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 4° 15' 9° 17' Chord distance (m) 20 120 80+200 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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![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. Compute the
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
4° 15'
9° 17'
Chord distance (m)
20
120
80+200
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%2F70bf4c25-2dd9-48ef-a72e-1ac726a107dc%2Feaec16ee-8847-4f85-8194-7ed9b7592748%2Fb3b9pcg_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. Compute the
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
4° 15'
9° 17'
Chord distance (m)
20
120
80+200
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
VIEWStep 2: Calculation of Radius of Curve
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 the Station of PT
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