A descending grade of 4.20% intersect an ascending grade of 3%at station 11 +488.00 meters of elevation 20.80 meters. These two (2) grade lines are to be connected by a 260 meter symmetrical parabolic verticalhighway curve. Calculate the station, lowest elevation and invert elevation in the curve where the drainage pipe isto be located. Assume overall diameter of pipe is 950 mm located 300 mm beneath the lowest ground elevation.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A descending grade of 4.20% intersect an ascending grade of 3%at station
11 +488.00 meters of elevation 20.80 meters.
These two (2) grade lines are to be connected by a 260 meter symmetrical
parabolic verticalhighway curve.
Calculate the station, lowest elevation and invert elevation in the curve
where the drainage pipe is to be located.
Assume overall diameter of pipe is 950 mm located 300 mm beneath the
lowest ground elevation.
Transcribed Image Text:A descending grade of 4.20% intersect an ascending grade of 3%at station 11 +488.00 meters of elevation 20.80 meters. These two (2) grade lines are to be connected by a 260 meter symmetrical parabolic verticalhighway curve. Calculate the station, lowest elevation and invert elevation in the curve where the drainage pipe is to be located. Assume overall diameter of pipe is 950 mm located 300 mm beneath the lowest ground elevation.
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