Using the data from Problem 6.17, compute the coordinates of stations C, D, E, and A. Assume that the coordinates of station B are 1,000.000 m N and 1,000.000 m E.
Problem 6.17
Using the data from Problem 6.16 and the compass rule, balance the latitudes and departures.
Problem 6.16
See Figure 6.24. The five-sided, closed traverse has the following angles and distances:
(a) Perform a check for angular closure.
(b) Compute both bearings and azimuths for all sides.
(c) Compute the latitudes and departures.
(d) Compute the linear error of closure and the precision ratio.
