2. Vertical highway curve: Given PVI at 19+00, L = 500 ft, g1 = +2.5%, g2=-1.0%, and PVI elevation =723.86 ft, compute the elevations of the curve high point and the even 100 ft stations (means stations 17+00, 18+00, etc.) as well as for the beginning and end of the curve.

2. Vertical highway curve: Given PVI at 19+00, L = 500 ft, g1 = +2.5%, g2=-1.0%, and PVI elevation =723.86 ft, compute the elevations of the curve high point and the even 100 ft stations (means stations 17+00, 18+00, etc.) as well as for the beginning and end of the curve.

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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2. Vertical highway curve: Given PVI at 19+00, L=500 ft, g1 = +2.5%, g2=-1.0%, and PVI elevation
=723.86 ft, compute the elevations of the curve high point and the even 100 ft stations (means
stations 17+00, 18+ 00, etc.) as well as for the beginning and end of the curve.

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Step 1: Introducing given data

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Step 2: Calculate Stationing of PVC and PVT

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Step 3: Calculate Elevation

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Step 4: Calculate station and elevation of high point

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