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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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