Compute the linear error of closure and the precision ratio

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Reference no: EM131146744

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.

(d) Compute the linear error of closure and the precision ratio.

Reference no: EM131146744

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