23.1 A 1,500-ft vertical curve is to be used for joining a +3.0% grade line and a-4.0% grade line. The vertex or intersection of the grade lines is at station 57 + 00 and the elevation there is 583.25 ft. Compute the elevations at 100-ft stations throughout the curve. (Ans.: Curve elevation at stations 53, 55, and 59 = 568.39 ft, 570.19 ft, 568.19ft)
23.1 A 1,500-ft vertical curve is to be used for joining a +3.0% grade line and a-4.0% grade line. The vertex or intersection of the grade lines is at station 57 + 00 and the elevation there is 583.25 ft. Compute the elevations at 100-ft stations throughout the curve. (Ans.: Curve elevation at stations 53, 55, and 59 = 568.39 ft, 570.19 ft, 568.19ft)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:23.1 A 1,500-ft vertical curve is to be used for joining a
+3.0% grade line and a-4.0% grade line. The vertex or
intersection of the grade lines is at station 57+00 and the
elevation there is 583.25 ft. Compute the elevations at 100-ft
stations throughout the curve.
(Ans.: Curve elevation at stations
53, 55, and 59 = 568.39 ft, 570.19 ft, 568.19 ft)
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