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
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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
BC
800.00
CD
700.00
DE
S 20° W
600.00
EA
S 86°59' W
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.
Transcribed Image Text: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 BC 800.00 CD 700.00 DE S 20° W 600.00 EA S 86°59' W 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.
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