9. COMPASS the observed and calculated data for two different transit- RULE. Given in the accompanying tabulations are tape surveys:
9. COMPASS the observed and calculated data for two different transit- RULE. Given in the accompanying tabulations are tape surveys:
Chapter2: Loads On Structures
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Problem 1P
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![9. COMPASS
the observed and calculated data for two different transit-
tape surveys:
RULE. Given in the accompanying tabulations are
LATITUDE
DEPARTURE
LINE
DISTANCE
BEARING
+N
S 52°51'w.
N 00°42'E
S 85*57'E
s 03°04'w
1-2
388.08 m
234.36
309.32
732.72
2-3
3-4
732.67
8.95
324.78
22.94
323.97
4 - 1
477.24
476.56
25.53
Sums
1922.82 m
+732.67
733.86
+ 332.92
-334.85
(D)
(ENL)
ESL)
(ZED)
(EWD)
LATITUDE
DEPARTURE
AZIMUTH
COURSE
DISTANCE
FROM SOUTH
+ E
-W
180 50'
116 06'
25 54'
315 20'
213° 27'
275 39"
1-2
475.48 m
475.43
6.92
2-3
649. 13
285.58
582.94
3-4
867.34
780.22
378.86
4-5
522.48
371.59
367.29
5-6
504.90
421.27
278.31
6-1
311.25
30.64
309.74
Sums
3330.58 m
+I182.28
1182.45
+962.26 |-961.80
(D)
(ENL)
(ESL)
(EEL)
(E WD)
determine the
mis-
set of survey data,
đirection of the side of error,
linear
each
closure,
For
and precision of
balanced
Tabulate values accordingly and draw
the survey after the latitudes and departures are
by
the compass rule.
to a suitable scale the adjusted traverse.
%24
SN SS](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F89101611-4507-4a46-9d6f-e8654f7fa569%2F51812818-5d7b-4389-98cf-852dbf0b4219%2Fnrw82ga_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
LATITUDE
DEPARTURE
LINE
DISTANCE
BEARING
+N
S 52°51'w.
N 00°42'E
S 85*57'E
s 03°04'w
1-2
388.08 m
234.36
309.32
732.72
2-3
3-4
732.67
8.95
324.78
22.94
323.97
4 - 1
477.24
476.56
25.53
Sums
1922.82 m
+732.67
733.86
+ 332.92
-334.85
(D)
(ENL)
ESL)
(ZED)
(EWD)
LATITUDE
DEPARTURE
AZIMUTH
COURSE
DISTANCE
FROM SOUTH
+ E
-W
180 50'
116 06'
25 54'
315 20'
213° 27'
275 39"
1-2
475.48 m
475.43
6.92
2-3
649. 13
285.58
582.94
3-4
867.34
780.22
378.86
4-5
522.48
371.59
367.29
5-6
504.90
421.27
278.31
6-1
311.25
30.64
309.74
Sums
3330.58 m
+I182.28
1182.45
+962.26 |-961.80
(D)
(ENL)
(ESL)
(EEL)
(E WD)
determine the
mis-
set of survey data,
đirection of the side of error,
linear
each
closure,
For
and precision of
balanced
Tabulate values accordingly and draw
the survey after the latitudes and departures are
by
the compass rule.
to a suitable scale the adjusted traverse.
%24
SN SS
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