Lines
Measured
Distance (ft)
AB
713.93
BC
606.06
CD
391.27
DA
781.18
Station
Measured
Angle
X
(ft)
Y
(ft)
A
51°24?
2,517,347.31
395,025.36
B
107°39?
C
76°15?
D
124°32?
Calculate the angular misclosure
and adjust the interior angles. Compute the azimuth angles for the
lines...
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Civil Engineering
Lines
MeasuredDistance (ft)
AB
713.93
BC
606.06
CD
391.27
DA
781.18
Station
MeasuredAngle
X(ft)
Y(ft)
A
51°24?
2,517,347.31
395,025.36
B
107°39?
C
76°15?
D
124°32?
Calculate the angular misclosureand adjust the interior angles. Compute the azimuth angles for thelines BC, CD and DA based on the adjusted angles. Calculate thedeparture and latitude for the all the lines. Balance the computeddeparture and latitude for all the lines. Calculate the coordinatesfor the stations B, C, and D based on the give coordinate for thestation A. Compute the final lengths and azimuth angles.
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