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I. A closed traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.47 BC 137.84 N 1° 45' E N 72° 10' E S 48° 13' E CD 12.83 DE 64.86 EA 107.72 I. From the field notes of a closed traverse shown below, adjust the traverse. LINE BEARING DISTANCE (m) АВ Due North 400.00 ВС N 45° E 800.00 S 60° E S 20° W S 86° 59' W CD 700.00 DE 600.00 EA 966.34 a. Compute the correction of latitude on line CD using compass rule. b. Compute the linear error of closure. c. Compute the relative error or precision.

I. A closed traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.47 BC 137.84 N 1° 45' E N 72° 10' E S 48° 13' E CD 12.83 DE 64.86 EA 107.72 I. From the field notes of a closed traverse shown below, adjust the traverse. LINE BEARING DISTANCE (m) АВ Due North 400.00 ВС N 45° E 800.00 S 60° E S 20° W S 86° 59' W CD 700.00 DE 600.00 EA 966.34 a. Compute the correction of latitude on line CD using compass rule. b. Compute the linear error of closure. c. Compute the relative error or precision.

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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I. A closed traverse has the following data: LINE BEARING DISTANCE (m) AB ? 44.47 ВС ? 137.84 CD N 1° 45' E 12.83 N 72° 10' E S 48° 13' E DE 64.86 EA 107.72 II. From the field notes of a closed traverse shown below, adjust the traverse. LINE BEARING DISTANCE (m) АВ Due North 400.00 N 45° E S 60° E S 20° W S 86° 59' W ВС 800.00 CD 700.00 DE 600.00 EA 966.34 a. Compute the correction of latitude on line CD using compass rule. b. Compute the linear error of closure. c. Compute the relative error or precision.
Transcribed Image Text:I. A closed traverse has the following data: LINE BEARING DISTANCE (m) AB ? 44.47 ВС ? 137.84 CD N 1° 45' E 12.83 N 72° 10' E S 48° 13' E DE 64.86 EA 107.72 II. From the field notes of a closed traverse shown below, adjust the traverse. LINE BEARING DISTANCE (m) АВ Due North 400.00 N 45° E S 60° E S 20° W S 86° 59' W ВС 800.00 CD 700.00 DE 600.00 EA 966.34 a. Compute the correction of latitude on line CD using compass rule. b. Compute the linear error of closure. c. Compute the relative error or precision.
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