6. A vertical summit parabolic curve has a vertical offset of 0.375 m from the curve to the grade tangent at station 10+050. The curve has a slope of +4% and -2% grades intersecting at the PI. The offset distance of the curve at Pl is equal to 1.50 m. If the stationing of the PC is at 10+000, determine the following: 6.1. Compute the required length of the curve 6.2. Compute the horizontal distance of the vertical curve turning point from the point of intersection of grades. 6.3. Compute the elevation of the vertical curve turning point if the elevation of PT is 86.42 m.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6. A vertical summit parabolic curve has a vertical
offset of 0.375 m from the curve to the grade
tangent at station 10+050. The curve has a slope
of +4% and -2% grades intersecting at the PI. The
offset distance of the curve at Pl is equal to 1.50
m. If the stationing of the PC is at 10+000,
determine the following:
6.1. Compute the required length of the curve
6.2. Compute the horizontal distance of the
vertical curve turning point from the point of
intersection of grades.
6.3. Compute the elevation of the vertical curve
turning point if the elevation of PT is 86.42 m.
Transcribed Image Text:6. A vertical summit parabolic curve has a vertical offset of 0.375 m from the curve to the grade tangent at station 10+050. The curve has a slope of +4% and -2% grades intersecting at the PI. The offset distance of the curve at Pl is equal to 1.50 m. If the stationing of the PC is at 10+000, determine the following: 6.1. Compute the required length of the curve 6.2. Compute the horizontal distance of the vertical curve turning point from the point of intersection of grades. 6.3. Compute the elevation of the vertical curve turning point if the elevation of PT is 86.42 m.
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