Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe stopping sight distance specifications.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 5% grade intersects a -3.4% grade at station 41+990 of elevation 42.30 m. Design a vertical summit parabolic curve connecting the two tangent grades to conform with the following safe stopping sight distance specifications.
Design Velocity = 60 kph
Height of driver's eye from the road pavement = 1.37 m
Height of an object over the pavement ahead = 100 mm
Perception-reaction time = 3/4 s
Coefficient of friction between the road and the tires = 0.15

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