final adjusted angle at station B and D
- Calculate Bearings And Ajusted Lengths Of Bc And Ea As Well The Final Adjusted Angle At Station B And D 1 (83.91 KiB) Viewed 30 times
calculate bearings and ajusted lengths of bc and ea, as well the final adjusted angle at station B and D
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calculate bearings and ajusted lengths of bc and ea, as well the final adjusted angle at station B and D
calculate bearings and ajusted lengths of bc and ea, as well the
final adjusted angle at station B and D
Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 325630.89 m and Y = 122311.41 m. Course Length AB Azimuth Departures Latitudes 336.249 259°34′07.0" -330.6916 -60.8806 315.584 167°58′49.0" 65.7198 -308.6651 BC 114°36′11.0" CD 299.806 272.5878 -124.8188 340°39'59.0" DE 294.536 -97.5114 277.9262 22°33′31.0" EA 234.374 89.9125 216.4415 0.01708 0.0040 >= 1480.549 Calculate the adjusted lengths of lines BC and EA. BC = 315.584 m, EA = 234.372 m O BC= 227.483 m, EA = 224.530 m O BC= 224.530 m, EA = 227.483 m O BC= 267.548 m, EA = 360.256 m Submit Request Answer Part D Calculate the bearings of lines BC and EA. BC = N12°01'09"E, EA = S22°33′29" W O BC = $12°01'09"E, EA = N22°33′29"E O BC= S56°25'44"E, EA = $41°53′32" W O BC=S56°25'44"W, EA = S41°53′32"E Submit Request Answer Part E Calculate the final adjusted angles at stations B and D. B = 88°24'45", D = 46°03'44" O B = 88°24'44", D = 56°09'00" OB = 90°24'44", D = 50°03'44" OB=80°12'35", D = 46°03'44"
final adjusted angle at station B and D
Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 325630.89 m and Y = 122311.41 m. Course Length AB Azimuth Departures Latitudes 336.249 259°34′07.0" -330.6916 -60.8806 315.584 167°58′49.0" 65.7198 -308.6651 BC 114°36′11.0" CD 299.806 272.5878 -124.8188 340°39'59.0" DE 294.536 -97.5114 277.9262 22°33′31.0" EA 234.374 89.9125 216.4415 0.01708 0.0040 >= 1480.549 Calculate the adjusted lengths of lines BC and EA. BC = 315.584 m, EA = 234.372 m O BC= 227.483 m, EA = 224.530 m O BC= 224.530 m, EA = 227.483 m O BC= 267.548 m, EA = 360.256 m Submit Request Answer Part D Calculate the bearings of lines BC and EA. BC = N12°01'09"E, EA = S22°33′29" W O BC = $12°01'09"E, EA = N22°33′29"E O BC= S56°25'44"E, EA = $41°53′32" W O BC=S56°25'44"W, EA = S41°53′32"E Submit Request Answer Part E Calculate the final adjusted angles at stations B and D. B = 88°24'45", D = 46°03'44" O B = 88°24'44", D = 56°09'00" OB = 90°24'44", D = 50°03'44" OB=80°12'35", D = 46°03'44"
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