Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coo
Posted: Wed May 04, 2022 9:42 am
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 65.7198 308.6651 60.8806 BC 315.584 167 58'49.0" 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 Ew 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. B.C.D. E= 22672.4349, 22823.85471, 23305.44641, 23179.94621 m Previous Answers X Incorrect; correct answer withheld by Instructor Part B Calculate the y-coordinates for the other stations. Express your answers in meters to seven significant figures separated by commas. 15] ΑΣΦ | 11 | voc ? B, C, D, E Submit Request Answer Part C Calculate the adjusted lengths of lines BC and EA m
▼ Part C Calculate the adjusted lengths of lines BC and EA. O 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 Calculate the bearings of lines BC and EA. O BC=S12°01'09"E, EA = N22°33'29"E O BC=S56°25'44" W. EA = S41°53′32"E O BC= N12°01'09"E. EA = S22°33'29" W OBC=S56°25'44"E. EA = S41°53'32" W Submit Request Answer ▾ Part D Part E
Part D Calculate the bearings of lines BC and EA. OBC= $12°01'09"E, EA = N22°33′29"E O BC = S56°25'44" W. EA = $41°53'32"E OBC= N12°01'09" E. EA = S22°33′29" W OBC=S56°25'44"E. EA = S41°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" OB= 80°12'35", D = 46°03'44" OB= 88°24'44", D= 56°09'00" OB= 90°24'44", D = 50°03'44" Submit Request Answer
▼ Part C Calculate the adjusted lengths of lines BC and EA. O 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 Calculate the bearings of lines BC and EA. O BC=S12°01'09"E, EA = N22°33'29"E O BC=S56°25'44" W. EA = S41°53′32"E O BC= N12°01'09"E. EA = S22°33'29" W OBC=S56°25'44"E. EA = S41°53'32" W Submit Request Answer ▾ Part D Part E
Part D Calculate the bearings of lines BC and EA. OBC= $12°01'09"E, EA = N22°33′29"E O BC = S56°25'44" W. EA = $41°53'32"E OBC= N12°01'09" E. EA = S22°33′29" W OBC=S56°25'44"E. EA = S41°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" OB= 80°12'35", D = 46°03'44" OB= 88°24'44", D= 56°09'00" OB= 90°24'44", D = 50°03'44" Submit Request Answer