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This problem involves calculating the length and bearing of line DA in a traverse survey where the length and bearing of the last line were not recorded. The latitudes and departures of the other lines are provided in a tabular form. Using the properties that the sum of latitudes and departures must be equal to zero in a closed traverse, two equations are set up and solved for the latitude and departure of line DA. The calculated latitude is 50.3 meters and the departure is -176.56 meters. This indicate

Author

Ankit Mali

Language

EN