A 5-sided closed traverse that needs correction has the following distances and azimuths: AB = 285.10 m <26°10' BC = 610.45 m <104°35' CD = 720.48 m <195°30' DE = 203.00 m <358°18' EA = 647.02 m <306°54'
A 5-sided closed traverse that needs correction has the following distances and azimuths: AB = 285.10 m <26°10' BC = 610.45 m <104°35' CD = 720.48 m <195°30' DE = 203.00 m <358°18' EA = 647.02 m <306°54'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 5-sided closed traverse that needs correction has the following distances and azimuths:
AB = 285.10 m <26°10'
BC = 610.45 m <104°35'
CD = 720.48 m <195°30'
DE = 203.00 m <358°18'
EA = 647.02 m <306°54'
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