Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine the error of closure and precision of the traverse. Note: there is an error in the textbook. The length of line CA should be 778.26 ft, with a bearing of N82º44'W (as shown in the figure below). N5613E 452.38 A 778.26 A N8244'W S432E 528.49

Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine the error of closure and precision of the traverse. Note: there is an error in the textbook. The length of line CA should be 778.26 ft, with a bearing of N82º44'W (as shown in the figure below). N5613E 452.38 A 778.26 A N8244'W S432E 528.49

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

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Using the Compass Rule, balance the latitudes and departures computed from the Problem.

Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine
the error of closure and precision of the traverse. Note: there is an error in the textbook. The length
of line CA should be 778.26 ft, with a bearing of N82º44'W (as shown in the figure below).
N5613E
452.38 A
778.26 A
N8244'W
S432E
528.49

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