Engineering, 21.04.2020 17:58 amflet19

A traverse starts at a known point A [E(X)=4321.404, N(Y)= 6240.562] and closes on control point D [E(X)=2009.064; N(Y)= 5652.213]. The intermediate traverse points are P, Q, and R. A fixed bearing from A to point P is given as BZAP = S33o 02’W. Observations at station P (taking back sight on A) is angle to right α = 235° 12' 30"; the angle to the right at station Q (taking back sight to station P) is β=133° 23' 19"; and angle to the right at station R (taking back sight on station Q) is ɣ= 291° 16' 45". The horizontal distances measured are as follows: DAP = 451.72 ft, DPQ =515.72 ft, DQR = 9792.83 ft, and DRB =932.81 ft. Adjust the traverse and select the correct responses from the pull down menu

a. provisional x-coordinate for point Q is
b. Azimuth Q to R (AZQR) in DD. MMSS =
c. erse precision as a representative fraction (e. g., 1: )
d. raverse misclosure (dx, dy) is
e. provisional y-coordinate for point Q is

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A traverse starts at a known point A [E(X)=4321.404, N(Y)= 6240.562] and closes on control point D [...

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