The given table shows the data for a certain closed traverse: Line Distance (m) Bearing AB N55°W BC 1000 Due East CA S50°W An area of 12ha is cut off along the side BC from point C. a.) Determine the perimeter (m)of the traverse. b.) Determine the area of the traverse (m²). c.) Determine the length of the dividing line (m).

The given table shows the data for a certain closed traverse: Line Distance (m) Bearing AB N55°W BC 1000 Due East CA S50°W An area of 12ha is cut off along the side BC from point C. a.) Determine the perimeter (m)of the traverse. b.) Determine the area of the traverse (m²). c.) Determine the length of the dividing line (m).

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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6.16 See Figure 6.24. The five-sided, closed traverse has the following angles and for 15 distances: B umise los A = 38°30' B = 100°38' C = 149°50 Basigns no 11100D = 85°59' AB= 371.006 m BC = 110.222 m CD = 139.872 m DE 103.119 m E = 165°03' EA = 319.860 m +2- 725121 Moto C D unde 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. 201 Az. = 306°31' E FIGURE 6.24 Sketch for Problem 6.16. A