From the field notes of a closed traverse shown below, adjust the traverse: LINES BEARING DISTANCES AB Due North 400.00 m ВС N45°E 800.00 m CD DE 700.00 m 600.00 m 966.34 m S60°E S20°W EA S86°59'W a. Compute the correction of latitude on line CD using transit rule. b. Compute the correction of latitude on line CD using compass rule. c. Compute the linear error of closure. d. Compute the relative error of precision.
From the field notes of a closed traverse shown below, adjust the traverse: LINES BEARING DISTANCES AB Due North 400.00 m ВС N45°E 800.00 m CD DE 700.00 m 600.00 m 966.34 m S60°E S20°W EA S86°59'W a. Compute the correction of latitude on line CD using transit rule. b. Compute the correction of latitude on line CD using compass rule. c. Compute the linear error of closure. d. Compute the relative error of precision.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:From the field notes of a closed traverse shown below, adjust the traverse:
LINES BEARING
DISTANCES
AB
Due North
400.00 m
ВС
N45°E
800.00 m
CD
S60°E
700.00 m
DE
S20°W
600.00 m
EA
S86°59'W
966.34 m
a. Compute the correction of latitude on line CD using transit rule.
b. Compute the correction of latitude on line CD using compass rule.
c. Compute the linear error of closure.
d. Compute the relative error of precision.
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