Q#2: An open traverse survey using theodolite has been carried out and following deflection angles were observed: StationsObserved Deflection Angles αDesignation of Deflection AngleA280 25’ 00’(L)B680 03’ 30’’(L)C1200 34’ 00’’(L)D580 30’ 00’’(R)E1080 13’ 30’’(L)F160 50’ 00’’(R)G1100 00’ 30’’(L) Compute error of closure in above deflection angles.Find out the adjusted deflection angles using computed error in part (a).

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Answered: Q#2: An open traverse survey using…

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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Q#2: An open traverse survey using theodolite has been carried out and following deflection angles were observed:

Stations	Observed Deflection Angles α	Designation of Deflection Angle
A	28⁰ 25’ 00’	(L)
B	68⁰ 03’ 30’’	(L)
C	120⁰ 34’ 00’’	(L)
D	58⁰ 30’ 00’’	(R)
E	108⁰ 13’ 30’’	(L)
F	16⁰ 50’ 00’’	(R)
G	110⁰ 00’ 30’’	(L)

Compute error of closure in above deflection angles.
Find out the adjusted deflection angles using computed error in part (a).

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