Given the following data of a vertical parabolic curve: Northings 21463.383 Eastings 22505.202 Elevation 148.00 m Stationing 0 + 210 PC PI 21481.154 22551.851 155.40 PT 21504.516 22627.383 151.8 Determine: a. The stationing of Pl and PT b. The stationing and elevation of the turning point c. The ground cover of a concrete culvert lying horizontal and perpendicular to the road located at station 0 + 252 with top elevation of 148.50 m. SITY

Structural Analysis
6th Edition
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Chapter2: Loads On Structures
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1. Given the following data of a vertical parabolic curve:
Northings
21463.383
三
Eastings
22505.202
Stationing
0 + 210
Elevation
PC
148.00 m
PI
21481.154
22551.851
155.40
PT
21504.516
22627.383
151.8
Determine:
a. The stationing of Pl and PT
b. The stationing and elevation of the turning point
c. The ground cover of a concrete culvert lying horizontal and perpendicular to the
road located at station 0 + 252 with top elevation of 148.50 m.
Transcribed Image Text:1. Given the following data of a vertical parabolic curve: Northings 21463.383 三 Eastings 22505.202 Stationing 0 + 210 Elevation PC 148.00 m PI 21481.154 22551.851 155.40 PT 21504.516 22627.383 151.8 Determine: a. The stationing of Pl and PT b. The stationing and elevation of the turning point c. The ground cover of a concrete culvert lying horizontal and perpendicular to the road located at station 0 + 252 with top elevation of 148.50 m.
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