From the field notes of a closed traverse shown below, adjust the traverse.LinesBearingDistances (rn)АВDue North400.00N 45° ES 60° EBC800.00CD700.00DES 20° W600.00EAS 86°59' W966.34a) Compute the correction of latitude on line CD using transit rule.b) Compute the adjusted distance of line EA using transit rule.C) Compute the adjusted bearing of line CD using compass rule.

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From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (rn) АВ Due North 400.00 N 45° E S 60° E S 20° W S 86°59' W BC 800.00 CD 700.00 DE 600.00 EA 966.34 a) Compute the correction of latitude on line CD using transit rule. b) Compute the adjusted distance of line EA using transit rule. C) Compute the adjusted bearing of line CD using compass rule.

From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (rn) АВ Due North 400.00 N 45° E S 60° E S 20° W S 86°59' W BC 800.00 CD 700.00 DE 600.00 EA 966.34 a) Compute the correction of latitude on line CD using transit rule. b) Compute the adjusted distance of line EA using transit rule. C) Compute the adjusted bearing of line CD using compass rule.

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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