Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ W

Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ W

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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Question

Correct the survey data below for a closed traverse.

LINE	DISTANCE	BEARING
AB	495.85 m	N 05°30’ E
BC	850.62 m	N 46°02’ E
CD	855.45 m	S 67°38’ E
DE	1,020.87 m	S 12°25’ E
EF	1,117.26 m	S 83°44’ W
FA	660.08 m	N 55°09’ W

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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