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?
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?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1a95d4b-4ad7-4e12-9b6f-48ed80236594%2F74954aa0-072c-40d9-88d1-f9fd87c2ab33%2Fj35m1o8_processed.jpeg&w=3840&q=75)
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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