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The following data of a closed traverse survey shown has the following bearings and distances. Compute the corrected bearing of line CD using transit rule. LINES BEARING DISTANCE LATITUDE DEPARTURE N 73°23' E S 39°31'E 5 43°46' W N 39°52' W АВ 33.46 + 10.13 +31.89 BC 9.21 - 7.10 + 5.86 CD 39.27 28.36 -27.16 DE 7.06 + 5.42 - 4.53 EA N 15°30' W 20.70 + 19.95 - 5.53

The following data of a closed traverse survey shown has the following bearings and distances. Compute the corrected bearing of line CD using transit rule. LINES BEARING DISTANCE LATITUDE DEPARTURE N 73°23' E S 39°31'E 5 43°46' W N 39°52' W АВ 33.46 + 10.13 +31.89 BC 9.21 - 7.10 + 5.86 CD 39.27 28.36 -27.16 DE 7.06 + 5.42 - 4.53 EA N 15°30' W 20.70 + 19.95 - 5.53

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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The following data of a closed traverse survey shown has the following bearings and distances. Compute the corrected bearing of line CD using transit rule. LINES BEARING DISTANCE LATITUDE DEPARTURE N 73°23' E S 39°31'E S 43°46' W АВ 33.46 + 10.13 +31.89 BC 9.21 - 7.10 + 5.86 CD 39.27 28.36 -27.16 DE N 39°52' W 7.06 + 5.42 - 4.53 EA N 15°30' W 20.70 + 19.95 - 5.53
Transcribed Image Text:The following data of a closed traverse survey shown has the following bearings and distances. Compute the corrected bearing of line CD using transit rule. LINES BEARING DISTANCE LATITUDE DEPARTURE N 73°23' E S 39°31'E S 43°46' W АВ 33.46 + 10.13 +31.89 BC 9.21 - 7.10 + 5.86 CD 39.27 28.36 -27.16 DE N 39°52' W 7.06 + 5.42 - 4.53 EA N 15°30' W 20.70 + 19.95 - 5.53
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