Assignment 3 : Horizontal Curve DesignQuestion 1A transition curve is required to connect two intersecting straights whosedeflection angle (0) is DD° dd’ dd" by a circular curve of radius XXX metre. Thethough chainage of the intersection point (IP) is YYYY metre and pegs requiredon the centre line of the road curve at exact 20 metre multiples of throughchainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"and (Northing, Easting), respectively. While proposed design speed andacceleration rate (a) are (SS)km/h and (AA) ms³, respectively. As a siteengineer you are required to prepare and verify the setting out data for theproposed transition road curve design using tangential and chord distancebased on proposed design parameters given by project consultant.1 Assignment 3 - Horizontal Road Curve Design Parameters for Question 1ChainageDeflectionRadiusSpeedAccelarationBearing T, to IPCoordinates of IP@IPAngle (0)(m)(km/h)Rate (ms)(m)ddbbNorthing (m) Easting (m)bbYYYYDDddXXXAABB32101520500800.31115105.0001895.000

A transition curve is required to connect two intersecting straights whose deflection angle (0) is DD° dd' dd" by a circular curve of radius XXX metre. The though chainage of the intersection point (IP) is YYYY metre and pegs required on the centre line of the road curve at exact 20 metre multiples of through chainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"

A transition curve is required to connect two intersecting straights whose deflection angle (0) is DD° dd' dd" by a circular curve of radius XXX metre. The though chainage of the intersection point (IP) is YYYY metre and pegs required on the centre line of the road curve at exact 20 metre multiples of through chainage. Bearing from T, to IP and coordinates at IP given as BB° bb’ bb"

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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