Azimuths and distances were observed in a closed loop (polygon) traverse. The observations are as given in the following table. Compute the required values of departures, latitudes, misclosure, linear misclosure, precision, corrected departures, corrected latitudes, and final coordinates. Note that there is no need to compute provisional coordinates. State, below the table, the formulae used for computing the departures, latitudes, linear misclosure, Bowditch (compass) correction and precision. 2) Stn. Dist (m) Azimuth Dep Lat Corr Corr Lat Final E Final N Dep Coord. Coord. A 350.000 500.000 АВ 85.874 185° 11' 10" ВС 131.308 100° 11' 10" CD 60.367 50° 00' 10" DE 57.482 00° 36' 00" E EF 105.344 291° 05' 40" F FA 74.496 250° 00' 00" Miscl. Linear miscl. Precision
Azimuths and distances were observed in a closed loop (polygon) traverse. The observations are as given in the following table. Compute the required values of departures, latitudes, misclosure, linear misclosure, precision, corrected departures, corrected latitudes, and final coordinates. Note that there is no need to compute provisional coordinates. State, below the table, the formulae used for computing the departures, latitudes, linear misclosure, Bowditch (compass) correction and precision. 2) Stn. Dist (m) Azimuth Dep Lat Corr Corr Lat Final E Final N Dep Coord. Coord. A 350.000 500.000 АВ 85.874 185° 11' 10" ВС 131.308 100° 11' 10" CD 60.367 50° 00' 10" DE 57.482 00° 36' 00" E EF 105.344 291° 05' 40" F FA 74.496 250° 00' 00" Miscl. Linear miscl. Precision
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Azimuths and distances were observed in a closed loop (polygon) traverse. The observations are as given
in the following table. Compute the required values of departures, latitudes, misclosure, linear misclosure,
precision, corrected departures, corrected latitudes, and final coordinates. Note that there is no need to
compute provisional coordinates. State, below the table, the formulae used for computing the departures,
latitudes, linear misclosure, Bowditch (compass) correction and precision.
2)
Stn.
Dist (m)
Azimuth
Dep
Lat
Corr
Corr Lat
Final E
Final N
Dep
Coord.
Coord.
A
350.000
500.000
AB
85.874
185° 11' 10"
ВС
131.308
100° 11' 10"
C
CD
60.367
50° 00' 10"
DE
57.482
00° 36' 00"
E
EF
105.344
291° 05' 40"
F
FA
74.496
250° 00' 00"
Miscl.
Linear miscl.
Precision](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11f60320-7f7a-46d9-b236-1261155c54af%2Fbf8a0c0c-d6f9-4e6c-a2d0-3868a8f9405f%2Fm7vz69c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Azimuths and distances were observed in a closed loop (polygon) traverse. The observations are as given
in the following table. Compute the required values of departures, latitudes, misclosure, linear misclosure,
precision, corrected departures, corrected latitudes, and final coordinates. Note that there is no need to
compute provisional coordinates. State, below the table, the formulae used for computing the departures,
latitudes, linear misclosure, Bowditch (compass) correction and precision.
2)
Stn.
Dist (m)
Azimuth
Dep
Lat
Corr
Corr Lat
Final E
Final N
Dep
Coord.
Coord.
A
350.000
500.000
AB
85.874
185° 11' 10"
ВС
131.308
100° 11' 10"
C
CD
60.367
50° 00' 10"
DE
57.482
00° 36' 00"
E
EF
105.344
291° 05' 40"
F
FA
74.496
250° 00' 00"
Miscl.
Linear miscl.
Precision
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