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

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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-311630.89 m and Y 121311.41 m. Departures Latitudes Course Length Azimuth AB 336.249 259 34'07.0" -330.6916 -60.8806 BC 315.584 167 58'49.0" 65.7198 -308.6651 CD 114°36′11.0" 299.806 272.5878 -124.8188 DE 294.536 340 39'59.0" 97.5114 277.9202 EA 22°33'31.0" 234.374 89.9125 216.4415 Σ. 1480.549 0.01708 0.0040 Part A Calculate the x-coordinates for the other stations Express your answers in meters to seven significant figures separated by commas. VAE Ivec 6 ? B.C.D.E- m Submit Bequest Answer Part B Calculate the y-coordinates for the other stations Express your answers in meters to seven significant figures separated by commas. 195] ΑΣΦ. 11 Ivec B.C.D. E 111 Submit Request Ans
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=311630.89 m and Y=121311.41 m. Course Length Azimuth Departures Latitudes. AB 336.249 259°34′07.0" -330.6916 -60.8806 BC 315.584 167°58'49.0" 65.7198 -308.6651 CD 114°36′11.0" 299.806 272.5878 -124.8188 DE 294.536 340°39'59.0" -97.5114 277.9262 EA 89.9125 216.4415 0.01708 0.0040 22°33'31.0" 234.374 Σ= 1480.549 Part C Calculate the adjusted lengths of lines BC and EA BC 315.584 m, EA 234.372 m OBC227.483 m, EA 224.530 m BC= 224.530 m. EA = 227.483 m OBC=267.548 m, EA 360.256 m Submit Request Answer Part D Calculate the bearings of lines BC and EA. BC $12°01'09"E, EA N22°33'29" E BCS56°25'44" W, EA S41°53'32"E O BC N12°01'09"E, EA S22°33′29" W O BC=S56°25'44"E, EAS41°53′32" W Submit Request Answer
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=311630.89 m and Y=121311.41 m. Course Length Azimuth Departures Latitudes AB 336.249 259°34′07.0" -330.6916 -60.8806 BC 315.584 167°58'49.0" 65.7198 -308.6651 CD 299.806 114°36′11.0" 272.5878 -124.8188 DE 294.536 340°39'59.0" -97.5114 277.9262 EA 22°33'31.0" 234.374 89.9125 216.4415 Σ= 1480.549 0.01708 0.0040 Part D Calculate the bearings of lines BC and EA. BC=S12°01'09"E, EA = N22°33'29"E OBC=S56°25'44"W, EAS41°53′32″E BCN12 01'09"E, EA = S22°33′29" W OBC=S56°25'44"E, EAS41°53′32" W Submit Request Answer Part E Calculate the final adjusted angles at stations B and D. OB 88°24'45", D = 46°03'44" B=80°12'35", D = 46°03'44" B=88°24'44", D = 56°09'00" OB 90°24'44", D = 50°03'44" Submit Request Answer