From the field notes of a closed traverse shown below, adjust the traverse. LINES BEARING DISTANCES (m) AB Due North 400 BC N45°E 800 CD S60°E 700 DE S20°W 600 EA S86 59'W 966.34 Compute the linear error of closure.
From the field notes of a closed traverse shown below, adjust the traverse. LINES BEARING DISTANCES (m) AB Due North 400 BC N45°E 800 CD S60°E 700 DE S20°W 600 EA S86 59'W 966.34 Compute the linear error of closure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![From the field notes of a closed traverse shown below, adjust the traverse.
LINES BEARING DISTANCES (m)
AB
Due North 400
BC
N45°E
800
CD
S60°E
700
DE
S20°W
600
EA
S86 59'W 966.34
Compute the linear error of closure.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20c651fa-bbe9-4adc-a1f6-d06ece7ed486%2F518d8e27-d043-4023-83f0-eb4865ce0737%2F3e4kbxf_processed.png&w=3840&q=75)
Transcribed Image Text:From the field notes of a closed traverse shown below, adjust the traverse.
LINES BEARING DISTANCES (m)
AB
Due North 400
BC
N45°E
800
CD
S60°E
700
DE
S20°W
600
EA
S86 59'W 966.34
Compute the linear error of closure.
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