(D) (ENL) (ESL) (EED) (E WD) For each set of survey data, determine the linear mis- closure, the survey after the latitudes and departures are balanced by the compass rule. Tabulate values accordingly and draw to a suitable scale the adjusted traverse. dírection of the side of error, and precision, of
(D) (ENL) (ESL) (EED) (E WD) For each set of survey data, determine the linear mis- closure, the survey after the latitudes and departures are balanced by the compass rule. Tabulate values accordingly and draw to a suitable scale the adjusted traverse. dírection of the side of error, and precision, of
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![9. COMPASS
the observed and calculated data for two different transit-
tape surveys:
RULE. Given in the accompanying tabulations are
LINE
LATITUDE
DEPARTURE
DISTANCE
BEARING
+N
-S
+E
-W
1-2
S 52 51'w
N 00°42'E
S 85 57'E
203°04'w
388.08m
234.36
309.32
2-3
732.72
732.67
8.95
3-4
324.78
22.94
323.97
4-1
477:24
476.56
25.53
Sums
1922.82 m
+732.67
+332.92
-733.86
-334.85
(D)
(ENL)
ESL)
(ZED)
EWD)
LATITUDE
AZIMUTH
FROM SOUTH
COURSE
DISTANCE
DEPARTURE
-W
1-2
475.48 m
180 50'
116° 06'
25 54'
315 20'
213 27'
275 39'
475.43
6.92
2-3
649. 13
285.58
582.94
378.86
3-4
867.34
780.22
371.59
4-5
522.48
367.29
5-6
504.90
421.27
278.31
6-1
311.25
30.64
309.74
Sums
3330.58 m
+1182.28 -1182.45
+962.26
-961.80
(D)
(ENL)
(ESL)
(EED)
(E WD)
For
closure,
the survey after the latitudes and departures are
by
to a suitable scale the adjusted traverse.
each
set of survey data,
direction of the side of error,
determine the
mis-
and precision, of
balanced
Tabulate values accordingly and draw
linear
the compass rule.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F43dfdfb8-3770-4671-8b0e-2e857455629b%2F44754ec0-ceb5-4377-a54e-f931104485a5%2Fl0q6dcn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9. COMPASS
the observed and calculated data for two different transit-
tape surveys:
RULE. Given in the accompanying tabulations are
LINE
LATITUDE
DEPARTURE
DISTANCE
BEARING
+N
-S
+E
-W
1-2
S 52 51'w
N 00°42'E
S 85 57'E
203°04'w
388.08m
234.36
309.32
2-3
732.72
732.67
8.95
3-4
324.78
22.94
323.97
4-1
477:24
476.56
25.53
Sums
1922.82 m
+732.67
+332.92
-733.86
-334.85
(D)
(ENL)
ESL)
(ZED)
EWD)
LATITUDE
AZIMUTH
FROM SOUTH
COURSE
DISTANCE
DEPARTURE
-W
1-2
475.48 m
180 50'
116° 06'
25 54'
315 20'
213 27'
275 39'
475.43
6.92
2-3
649. 13
285.58
582.94
378.86
3-4
867.34
780.22
371.59
4-5
522.48
367.29
5-6
504.90
421.27
278.31
6-1
311.25
30.64
309.74
Sums
3330.58 m
+1182.28 -1182.45
+962.26
-961.80
(D)
(ENL)
(ESL)
(EED)
(E WD)
For
closure,
the survey after the latitudes and departures are
by
to a suitable scale the adjusted traverse.
each
set of survey data,
direction of the side of error,
determine the
mis-
and precision, of
balanced
Tabulate values accordingly and draw
linear
the compass rule.
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