1. Refer to the figure below of a road section in Little Rock, Arkansas. Point 2 Point 3 www.softree.com Tangent Curve Tangent 81 = -4.8 % 82 = 3.2 % 2. The stationing of Point 2 is 52+300 and stationing of Point 3 is 52+500. 3. The gradelines of the tangent lines were given in the illustration above. 4. The elevation of Point 2 is 208m.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Refer to the figure below of a road section in Little Rock, Arkansas.
Point 2
Point 3
www.softree.com
Tangent
Curve
Tangent
81 = -4.8 %
82 = 3.2 %
2. The stationing of Point 2 is 52+300 and stationing of Point 3 is 52+500.
3. The gradelines of the tangent lines were given in the illustration above.
4. The elevation of Point 2 is 208m.
Transcribed Image Text:1. Refer to the figure below of a road section in Little Rock, Arkansas. Point 2 Point 3 www.softree.com Tangent Curve Tangent 81 = -4.8 % 82 = 3.2 % 2. The stationing of Point 2 is 52+300 and stationing of Point 3 is 52+500. 3. The gradelines of the tangent lines were given in the illustration above. 4. The elevation of Point 2 is 208m.
Determine the basic elements of the vertical curve.
Length of the curve:
in meters
Elevation of the vertical point of intersection or VPI:
Stationing of the lowest point of the vertical curve:
Elevation of the lowest point of the vertical curve:
Elevation of the Point 2:
Transcribed Image Text:Determine the basic elements of the vertical curve. Length of the curve: in meters Elevation of the vertical point of intersection or VPI: Stationing of the lowest point of the vertical curve: Elevation of the lowest point of the vertical curve: Elevation of the Point 2:
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