RULE. Given in the accompanying 9. COMPASS the observed and calculated data for two different transit- tape surveys: LATITUDE DEPARTURE LINE DISTANCE BEARING -W +N S 52 51'w N 00°42'E S 85'57'E s 03*04'w 388.08 m 234.36 309.32 1-2 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 -733.86 +332.92 -334:85 (D) (ENL) CESL) (ZED) (ZWD)
RULE. Given in the accompanying 9. COMPASS the observed and calculated data for two different transit- tape surveys: LATITUDE DEPARTURE LINE DISTANCE BEARING -W +N S 52 51'w N 00°42'E S 85'57'E s 03*04'w 388.08 m 234.36 309.32 1-2 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 -733.86 +332.92 -334:85 (D) (ENL) CESL) (ZED) (ZWD)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![RULE. Given in the accompanying tabulations are
9. COMPASS
the observed and calculated data for two different transit-
tape surveys:
LATITUDE
DEPARTURE
LINE
DISTANCE
BEARING
-W
+N
S 52°51'w
N 00°42'E
S 85°57'E
s 03*04'w
388.08 m
234.36
309.32
1 -2
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
-733.86
+ 332.92
-334:85
(D)
(ENL)
CESL)
(ZED)
(ZWD)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6a14aa71-a7e5-45f5-b276-52cc1250a607%2Fba7117b2-d888-49f5-8005-327209f9597c%2Fs88r1bg_processed.png&w=3840&q=75)
Transcribed Image Text:RULE. Given in the accompanying tabulations are
9. COMPASS
the observed and calculated data for two different transit-
tape surveys:
LATITUDE
DEPARTURE
LINE
DISTANCE
BEARING
-W
+N
S 52°51'w
N 00°42'E
S 85°57'E
s 03*04'w
388.08 m
234.36
309.32
1 -2
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
-733.86
+ 332.92
-334:85
(D)
(ENL)
CESL)
(ZED)
(ZWD)
![For
set of survey data, đdetermine the
direction of the side of error,
each
closure,
the survey after the latitudes and departures are
by
to a suitable scale the adjusted traverse.
linear mis-
and precision of
balanced
the compass rule. Tabulate values accordingly and draw](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6a14aa71-a7e5-45f5-b276-52cc1250a607%2Fba7117b2-d888-49f5-8005-327209f9597c%2Fiio774_processed.png&w=3840&q=75)
Transcribed Image Text:For
set of survey data, đdetermine the
direction of the side of error,
each
closure,
the survey after the latitudes and departures are
by
to a suitable scale the adjusted traverse.
linear mis-
and precision of
balanced
the compass rule. Tabulate values accordingly and draw
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