VPI = STA 70+00, EL = 90'VPI = STA 180+00, EL = 86'VPC: StartCurve 1VPT: EndCurve 1VPT: EndCurve 3VPC: StartCurve 3-2.9% -2.9%-3.2%L = 1250'+3.8%L = 1500'L = 1100'+4.3%,+4.3%VPC: StartCurve 2VPT: End iCurve 2VPI = STA 120+00, EL = 18'A. Find the Elevation @ STA 72+00 for Curve 1.B. Find the station and elevation of the lowest point for Curve 2.C. Find the Elevation @ STA 176+00 for Curve 3.

[Note x is the distance from VPC of each curve] For Curve 1:- l = 1100 feet; g1 = 3.8% =…

VPI = STA 70+00, EL = 90' VPI = STA 180+00, EL = 86' VPC: Start VPT: End VPT: End Curve 3 Curve 1 VPC: Start Curve 1 Curve 3 L = 1250' -2.9% -2.9% -3.2% +3.8% L = 1500' L = 1100' +4.3% +4.3% VPC: Start VPT: End i Curve 2 Curve 2 VPI = STA 120+00, EL = 18' A. Find the Elevation @ STA 72+00 for Curve 1. B. Find the station and elevation of the lowest point for Curve 2. C. Find the Elevation @ STA 176+00 for Curve 3.

VPI = STA 70+00, EL = 90' VPI = STA 180+00, EL = 86' VPC: Start VPT: End VPT: End Curve 3 Curve 1 VPC: Start Curve 1 Curve 3 L = 1250' -2.9% -2.9% -3.2% +3.8% L = 1500' L = 1100' +4.3% +4.3% VPC: Start VPT: End i Curve 2 Curve 2 VPI = STA 120+00, EL = 18' A. Find the Elevation @ STA 72+00 for Curve 1. B. Find the station and elevation of the lowest point for Curve 2. C. Find the Elevation @ STA 176+00 for Curve 3.

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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