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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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