Q3/The preliminary azimuths and observed lengths for the traverse ABCDEA are listed in the Table below a) Compute the latitude and departures. b) Determine the linear error of closure and the accuracy ratio. c) Balance the latitudes and departures. d) Compute the coordinates of station B, C, D and E if the coordinate of station A are 6500.00 N, 4200.00 E Point Length(m) A B C D E A 346.60 271.30 356.62 408.43 210.95 Preliminary Azimuth 14457' 24" 94 * 54' 40" 14°21'56" 283° 52' 52" 229° 54' 48"

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3/The preliminary azimuths and observed lengths for the traverse ABCDEA are listed in the Table below
a) Compute the latitude and departures. b) Determine the linear error of closure and the accuracy ratio. c)
Balance the latitudes and departures. d) Compute the coordinates of station B, C, D and E if the coordinate
of station A are 6500.00 N, 4200.00 E
Point
Length(m)
A
B
C
D
E
A
346.60
271.30
356.62
408.43
210.95
Preliminary
Azimuth
14457' 24"
94°54' 40"
14°21'56"
283° 52' 52"
229° 54' 48"
Transcribed Image Text:Q3/The preliminary azimuths and observed lengths for the traverse ABCDEA are listed in the Table below a) Compute the latitude and departures. b) Determine the linear error of closure and the accuracy ratio. c) Balance the latitudes and departures. d) Compute the coordinates of station B, C, D and E if the coordinate of station A are 6500.00 N, 4200.00 E Point Length(m) A B C D E A 346.60 271.30 356.62 408.43 210.95 Preliminary Azimuth 14457' 24" 94°54' 40" 14°21'56" 283° 52' 52" 229° 54' 48"
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