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A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE A-B N 77° 38' E 907.00 + 194.25 + 885.95 S 46° 20' W 249.00 S 10° 43' E B-C - 171.92 - 180.12 C-D 348.00 - 341.93 + 64.71 D-E S 84° 43' W 523.00 48.16 520.78 E-A N 37° 01' W 444.80 + 355.16 267.79

A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE A-B N 77° 38' E 907.00 + 194.25 + 885.95 S 46° 20' W 249.00 S 10° 43' E B-C - 171.92 - 180.12 C-D 348.00 - 341.93 + 64.71 D-E S 84° 43' W 523.00 48.16 520.78 E-A N 37° 01' W 444.80 + 355.16 267.79

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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A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE A-B N 77° 38' E 907.00 + 194.25 + 885.95 В-С S 46° 20' W 249.00 - 171.92 - 180.12 S 10° 43' E - 341.93 + 64.71 C-D 348.00 D-E S 84° 43' W 523.00 - 48.16 - 520.78 E-A N 37° 01' W 444.80 + 355.16 - 267.79
Transcribed Image Text:A closed traverse was surveyed and the resulting values of latitudes and departures were computed. Determine the correct bearing of line CD using compass rule. LINE BEARING DISTANCE LATITUDE DEPARTURE A-B N 77° 38' E 907.00 + 194.25 + 885.95 В-С S 46° 20' W 249.00 - 171.92 - 180.12 S 10° 43' E - 341.93 + 64.71 C-D 348.00 D-E S 84° 43' W 523.00 - 48.16 - 520.78 E-A N 37° 01' W 444.80 + 355.16 - 267.79
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