Vertical alignment: Four intersecting tangents for a proposed alignment of a roadway has the following da AB= +2.5%, 105.34m BC = -3.5%, 125.67m CD+5.5%, 156.78m DE = -6.5%, 235.67m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Vertical alignment:
Four intersecting tangents for a proposed alignment of a roadway has the following data:
AB= +2.5%, 105. 34m
BC = -3.5%, 125.67m
CD = +5.5%, 156.78m
DE = -6.5%, 235.67m
Note: The distances above are horizontal distance
5. Determine the difference in elevation between points B and D.
a) 4.89m
b) 5.23m
c) 4.18m
6. What is the difference in elevation between points A and E.
a) 9.45m
b) 8.46m
c) 7.56m
d) 3.24m
d) 9.20m
Transcribed Image Text:Vertical alignment: Four intersecting tangents for a proposed alignment of a roadway has the following data: AB= +2.5%, 105. 34m BC = -3.5%, 125.67m CD = +5.5%, 156.78m DE = -6.5%, 235.67m Note: The distances above are horizontal distance 5. Determine the difference in elevation between points B and D. a) 4.89m b) 5.23m c) 4.18m 6. What is the difference in elevation between points A and E. a) 9.45m b) 8.46m c) 7.56m d) 3.24m d) 9.20m
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