Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: PD Line AB BC CD DA 5- Linear misclosure 6- Traverse precision Length (m) Azimuth 330 181°25' 767 411 727.438 89 50 355 263° 32' 17" Point A (fixed) B C D A (calculated) Easting (m) Northing (m) 600.500 337.499 392.341 270.601 1159.34 272.832 1123.518 682.268 Angles B = 88° 25' C = 85° 10'
Q3): The following data were collected while running a closed traverse ABCDA starting from A toward B. Calculate: PD Line AB BC CD DA 5- Linear misclosure 6- Traverse precision Length (m) Azimuth 330 181°25' 767 411 727.438 89 50 355 263° 32' 17" Point A (fixed) B C D A (calculated) Easting (m) Northing (m) 600.500 337.499 392.341 270.601 1159.34 272.832 1123.518 682.268 Angles B = 88° 25' C = 85° 10'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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