adjusted departure adjusted azimuth length departure correction latitude correction latitude 32.100 1263.450 671.390 -1.671 669.719 1070.300 1.334 1071.634 112.430 843.950 780.100 -1.116 778.984 -322.010 0.891 -321.119 167.680 1028.630 219.480 -1.360 218.120 -1004.940 1.086 -1003.854 263.730 1126.360 -1119.620 -1.489 -1121.109 -123.010 1.190 -121.820 304.500 661.110 -544.840 -0.874 -545.714 374.460 0.698 375.158
adjusted departure adjusted azimuth length departure correction latitude correction latitude 32.100 1263.450 671.390 -1.671 669.719 1070.300 1.334 1071.634 112.430 843.950 780.100 -1.116 778.984 -322.010 0.891 -321.119 167.680 1028.630 219.480 -1.360 218.120 -1004.940 1.086 -1003.854 263.730 1126.360 -1119.620 -1.489 -1121.109 -123.010 1.190 -121.820 304.500 661.110 -544.840 -0.874 -545.714 374.460 0.698 375.158
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![adjusted
departure
adjusted
azimuth
length
departure correction
latitude
correction
latitude
32.100
1263.450
671.390
-1.671
669.719
1070.300
1.334
1071.634
112.430
843.950
780.100
-1.116
778.984
-322.010
0.891
-321.119
167.680
1028.630
219.480
-1.360
218.120 -1004.940
1.086
-1003.854
263.730
1126.360
-1119.620
-1.489
-1121.109
-123.010
1.190
-121.820
304.500
661.110
-544.840
-0.874
-545.714
374.460
0.698
375.158
Using the completed table above, find the relative precision of measurement for the traverse.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb06e1ef6-7f6d-48f4-ae91-0389d7b1811c%2Fba41c806-c084-416d-9ccc-2a646988c8ad%2F13h3b4l_processed.png&w=3840&q=75)
Transcribed Image Text:adjusted
departure
adjusted
azimuth
length
departure correction
latitude
correction
latitude
32.100
1263.450
671.390
-1.671
669.719
1070.300
1.334
1071.634
112.430
843.950
780.100
-1.116
778.984
-322.010
0.891
-321.119
167.680
1028.630
219.480
-1.360
218.120 -1004.940
1.086
-1003.854
263.730
1126.360
-1119.620
-1.489
-1121.109
-123.010
1.190
-121.820
304.500
661.110
-544.840
-0.874
-545.714
374.460
0.698
375.158
Using the completed table above, find the relative precision of measurement for the traverse.
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