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From the given data of a closed traverse. Lines Bearing N 15 18' E S 85°46' E S 18°30' W Distances (m) АВ 368.76 BC 645.38 CD 467.86 DA 593.00 N 77°35' W Using compass rule of balłancing a traverse. a) Determine the corrected bearing of BC. b) Determine the corrected bearing of CD. c) Determine the adjusted distance of DA.

From the given data of a closed traverse. Lines Bearing N 15 18' E S 85°46' E S 18°30' W Distances (m) АВ 368.76 BC 645.38 CD 467.86 DA 593.00 N 77°35' W Using compass rule of balłancing a traverse. a) Determine the corrected bearing of BC. b) Determine the corrected bearing of CD. c) Determine the adjusted distance of DA.

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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From the given data of a closed traverse. Lines Distances (m) Вering N 15°18' E AB 368.76 BC S 85°46' E S 18°30' W N 77°35' W Using compass rule of balancing a traverse. 645.38 CD 467.86 DA 593.00 a) Determine the corrected bearing of BC. b) Determine the corrected bearing of CD. c) Determine the adjusted distance of DA.
Transcribed Image Text:From the given data of a closed traverse. Lines Distances (m) Вering N 15°18' E AB 368.76 BC S 85°46' E S 18°30' W N 77°35' W Using compass rule of balancing a traverse. 645.38 CD 467.86 DA 593.00 a) Determine the corrected bearing of BC. b) Determine the corrected bearing of CD. c) Determine the adjusted distance of DA.
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