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A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 133.781 289°14'30" EA 175.658 71°37'10" a.) Adjust the traverse using compass rule. b.) Determine the linear error of closure (m). c.) Determine the bearing of misclosure.

A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 133.781 289°14'30" EA 175.658 71°37'10" a.) Adjust the traverse using compass rule. b.) Determine the linear error of closure (m). c.) Determine the bearing of misclosure.

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 has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 133.781 289°14'30" EA 175.658 71°37'10" a.) Adjust the traverse using compass rule. b.) Determine the linear error of closure (m). c.) Determine the bearing of misclosure. d.) Determine the relative precision.
Transcribed Image Text:A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 133.781 289°14'30" EA 175.658 71°37'10" a.) Adjust the traverse using compass rule. b.) Determine the linear error of closure (m). c.) Determine the bearing of misclosure. d.) Determine the relative precision.
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