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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4 decimal palces in final answer
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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