From the given data ôf å closed trave Lines Distances (m) Bearing AB 368.76 N 15°18' E ВС 645.38 S 85°46' E CD 467.86 S 18°30' W DA 593.00 N 77°35' W Using compass rule of balancing a traverse.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 1.
From the given data of a closed traverse.
Distances (m)
Lines
Bearing
АВ
368.76
N 15°18' E
S 85°46' E
S 18°30' W
BC
645.38
CD
467.86
DA
593.00
N 77°35' W
Using compass rule of balancing a traverse.
a) Determine the corrected bearing of BC.
b) Determine the corrected bearing of CD.
c) Determine the adjusted distance of DA.
Transcribed Image Text:Problem 1. From the given data of a closed traverse. Distances (m) Lines Bearing АВ 368.76 N 15°18' E S 85°46' E S 18°30' W BC 645.38 CD 467.86 DA 593.00 N 77°35' W Using compass rule of balancing a traverse. 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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