Using the compass (Bowdtch) rule, adjust the departures and latitudes of the traverse given in the table below. The coor

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Using the compass (Bowdtch) rule, adjust the departures and latitudes of the traverse given in the table below. The coor

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Using The Compass Bowdtch Rule Adjust The Departures And Latitudes Of The Traverse Given In The Table Below The Coor 1
Using The Compass Bowdtch Rule Adjust The Departures And Latitudes Of The Traverse Given In The Table Below The Coor 1 (36.46 KiB) Viewed 35 times
Using The Compass Bowdtch Rule Adjust The Departures And Latitudes Of The Traverse Given In The Table Below The Coor 2
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Using The Compass Bowdtch Rule Adjust The Departures And Latitudes Of The Traverse Given In The Table Below The Coor 3
Using The Compass Bowdtch Rule Adjust The Departures And Latitudes Of The Traverse Given In The Table Below The Coor 3 (93.7 KiB) Viewed 35 times
Using the compass (Bowdtch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X=326630,89 m and = 129311.41 m Course Length Azimuth AB 336.249 259°34′07.0" Departures Latitudes. -330,6916 60 8806 65.7198 308 6651 BC 315.584 167 58 49.0 114 16 11.0" CD 299 806 2725878-124 8188 340 39 59.0 DE 294 536 97 5114 277.9252 234 374 22°33'31.0" 89.9125 216 4415 2-1480 549 0.01708 00040 13 Part A Calculate the x-coordinates for the other stations. Express your answers in meters to seven significant figures separated by commas. VG ΑΣΦ. 11. voc 4 ? B.C.D.E= Submit 110 Bequest Answer Part B Calculate the y-coordinates for the other stations Express your answers in meters to seven significant figures separated by commas. VAE Ivec 4 ? B.C.D. E= Submit Request Answer m
▼ Part C Calculate the adjusted lengths of lines BC and EA 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 O BC = 315.584 m, EA = 234.372 m Submit Request Answer Part D Calculate the bearings of lines BC and EA O BC = $12°01'09"E, EA = N22°33/29" E O BC = N12°01'09'ESA = $22°33'29"W OBC - S56°25'44"W, EA = $41°53′32″E OBC= S56°25'44"E, EA = $41°53/32" W Submit Request Answer
Part E Calculate the final adjusted angles at stations B and D. OB 90°24'44". D = 50°03'44" DB 80° 12′35". D-6°03'44" A OB = 88°24' 45", D = 46°03'44" OB = 88°24'44", D = 56°09/00" Submit Request Answer
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