6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and distances: WERE STAT W'S B A = 38°30' AB = 371.006 m B = 100°38' 30 BC = 110.222 m - 20 CD = 139.872 m DE 103.119 m EA = 319.860 m C = 149°50 not 1300D = 85°59' 165°03' E = - - N to CSM (52 D Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. Side AB has an azimuth of 306°31'. (a) Perform a check for angular closure. (b) Compute both bearings and azimuths for all sides. (c) Compute the latitudes and departures. A
6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and distances: WERE STAT W'S B A = 38°30' AB = 371.006 m B = 100°38' 30 BC = 110.222 m - 20 CD = 139.872 m DE 103.119 m EA = 319.860 m C = 149°50 not 1300D = 85°59' 165°03' E = - - N to CSM (52 D Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. Side AB has an azimuth of 306°31'. (a) Perform a check for angular closure. (b) Compute both bearings and azimuths for all sides. (c) Compute the latitudes and departures. A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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