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 AB N 53°27' E 59.82 m ВС S 66°54' E 70.38 m S 29°08' W N 52°00' W 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 AB N 53°27' E 59.82 m ВС S 66°54' E 70.38 m S 29°08' W N 52°00' W 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
ВС
S 66°54' E
70.38 m
CD
S 29°08' W
76.62 m
DA
N 52°00' W
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%2Fc3887cbe-c0f7-43d8-80ec-5a4ddd242b51%2Fa556333d-edb0-4220-b552-c32bdb585e9c%2Fud0ap9j_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
ВС
S 66°54' E
70.38 m
CD
S 29°08' W
76.62 m
DA
N 52°00' W
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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