Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop traverse. The coordinates of the station A are EA (2500) m and NA (3000) m. Determine: 1- The correct coordinates of all traverse stations. 2- Area enclosed by (ACBA). Interior angle Length Forward (m) azimuth BAE(114°35') AB(350) AB (124°0') AED(73°25) BC(700) EDC(241 40') CD(295) DCB(35°20') DE(245) CBA(75'0') EA(405) E D C N A B

Easting of point A = 2500 Northing of point A = 3000 Required : 1- The correct coordinates of all…

Answered: Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop traverse. The coordinates of the station A are EA (2500) m and NA…

Structural Analysis

6th Edition

ISBN: 9781337630931

Author: KASSIMALI, Aslam.

Publisher: Cengage,

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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 tap…

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Q1). The interior angles and lengths are given in below table, were obtained in a closed-
loop traverse. The coordinates of the station A are EA (2500) m and NA (3000) m.
Determine:
1- The correct coordinates of all traverse stations.
2- Area enclosed by (ACBA).
Interior angle Length
(m)
Forward.
azimuth
BAE(114°35') AB(350) AB (124°0')
AED(73 25') BC(700)
EDC(241 40') CD(295)
DCB(35°20') DE(245)
CBA(75'0') EA(405)
E
U
N
B

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5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?
LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24 104.59 deg. EA 275.13 26.16 deg. Given the obtain data from Traversing. Determine the total area of the closed traverse in Acre.

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