Problem 2. A parcel land has been surveyed in the field and the lengths and bearings of the various sides are shown. Line Bearing Distance АВ N 53°27' E 59.82 m S 66°54' E S 29°08' W N 52°00' W ВС 70.38 m CD 76.62 m DA 95.75 m a) Compute the error of closure for the traverse shown. b) What is the precision of linear measurement of this traverse?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 2.
A parcel land has been surveyed in the field and the lengths and bearings of the various sides are
shown.
Line
Bearing
Distance
АВ
N 53°27' E
59.82 m
S 66°54' E
S 29°08' W
N 52°00' W
ВС
70.38 m
CD
76.62 m
DA
95.75 m
a) Compute the error of closure for the traverse shown.
b) What is the precision of linear measurement of this traverse?
Transcribed Image Text:Problem 2. A parcel land has been surveyed in the field and the lengths and bearings of the various sides are shown. Line Bearing Distance АВ N 53°27' E 59.82 m S 66°54' E S 29°08' W N 52°00' W ВС 70.38 m CD 76.62 m DA 95.75 m a) Compute the error of closure for the traverse shown. b) What is the precision of linear measurement of this traverse?
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