450 feet g1 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX rX/2 Curve (in sta.'s) Elevation EVC Sta
450 feet g1 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX rX/2 Curve (in sta.'s) Elevation EVC Sta
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve all the parts

Transcribed Image Text:L= 450 feet
g1 = - 3.00%
g2 = +1.50%
VPI station = 66 + 50
VPI elevation = 560.00 feet
Station
giX
rX*/2
Curve
(in sta.'s)
Elevation
EVC Sta
68+00
67+00
66+00
65+00
0.75
-2.25
0.28
564.78
BVC Sta
566.75
-What is the EVC station?
-What is the curve elevation at sation 67+00?
-What is the double difference?
-What is the station of the low point?
-what is the elevation of the low point?
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