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signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6: Vertical Curve Calculation: 18+00 17+00 Arc 16+00 15+68 0 Deflection Angle (DMS) g2= 0°0'0" X 0 Chord Elevation of BVC = gix Northing 1000.00 82-81 2L -x² Easting 1000.00 Elevation 899.02

signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6: Vertical Curve Calculation: 18+00 17+00 Arc 16+00 15+68 0 Deflection Angle (DMS) g2= 0°0'0" X 0 Chord Elevation of BVC = gix Northing 1000.00 82-81 2L -x² Easting 1000.00 Elevation 899.02

Structural Analysis
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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N R= Station 18+26 Assignment 5: Horizontal Curve Calculation: 18+00 17+00 16+00 15+68 R=300 g1= Station 18+26 PC 15+68 18+00 17+00 16+00 Assignment 6: Vertical Curve Calculation: 15+68 Plan View Arc 0 PT 18+26 g2= Deflection Angle (DMS) 0°0'0" X Chord g1=2% gix BVC 15+68 Elev. BVC = 899.02 Elevation of BVC = Profile View Northing 1000.00 82-81 2L =x² 1% EVC 18+26 Easting 1000.00 Elevation 899.02
Transcribed Image Text:N R= Station 18+26 Assignment 5: Horizontal Curve Calculation: 18+00 17+00 16+00 15+68 R=300 g1= Station 18+26 PC 15+68 18+00 17+00 16+00 Assignment 6: Vertical Curve Calculation: 15+68 Plan View Arc 0 PT 18+26 g2= Deflection Angle (DMS) 0°0'0" X Chord g1=2% gix BVC 15+68 Elev. BVC = 899.02 Elevation of BVC = Profile View Northing 1000.00 82-81 2L =x² 1% EVC 18+26 Easting 1000.00 Elevation 899.02
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