L= 450 feetg1 =- 3.00%92 = +1.50%VPI station = 66 + 50VPI elevation = 560.00 feetStationg:XCurve(in sta.'s)ElevationEVC Sta:68+0067+0066+0065+000.75-2.250.28564.78BVC Sta566.75What is the EVC station?69+0068+75O 68+50O 68+25

BVCSTATION=VPISTA-L2BVCSTATION=6650-4502=64+25BVCELV=PVIELV-g1L2BVCelv=560+0.03×4502BVCelv=566.75ft

Answered: L= 450 feet g1 =-3.00% 92 = +1.50% VPI…

Engineering

Civil Engineering

L= 450 feet g1 =-3.00% 92 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX (in sta.'s)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

L= 450 feet
g1 =- 3.00%
92 = +1.50%
VPI station = 66 + 50
VPI elevation = 560.00 feet
Station
g:X
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?
69+00
68+75
O 68+50
O 68+25

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