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Problem 2. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule. Also, determine the linear error of closure, bearing of the side of error and the relative precision. Tabulate your computed values accordingly. COURSE AB BC CD DE EF FA DISTANCE 495.85 m 850.62 m 855.45 m 1,020.87 m 1,117.26 m 660.08 m BEARING N 05°30' E S 46°02′ E S 67°38' E S 12°25' E S 83°44' E N 55°09′ W

Problem 2. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule. Also, determine the linear error of closure, bearing of the side of error and the relative precision. Tabulate your computed values accordingly. COURSE AB BC CD DE EF FA DISTANCE 495.85 m 850.62 m 855.45 m 1,020.87 m 1,117.26 m 660.08 m BEARING N 05°30' E S 46°02′ E S 67°38' E S 12°25' E S 83°44' E N 55°09′ W

Structural Analysis
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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Problem 2. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule. Also, determine the linear error of closure, bearing of the side of error and the relative precision. Tabulate your computed values accordingly. COURSE AB BC CD DE EF FA DISTANCE 495.85 m 850.62 m 855.45 m 1,020.87 m 1,117.26 m 660.08 m BEARING N 05°30'E S 46°02′ E S 67°38' E S 12°25' E S 83°44' E N 55°09' W
Transcribed Image Text:Problem 2. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule. Also, determine the linear error of closure, bearing of the side of error and the relative precision. Tabulate your computed values accordingly. COURSE AB BC CD DE EF FA DISTANCE 495.85 m 850.62 m 855.45 m 1,020.87 m 1,117.26 m 660.08 m BEARING N 05°30'E S 46°02′ E S 67°38' E S 12°25' E S 83°44' E N 55°09' W
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