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 -W 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 2-3 3-4 732.72 732.67 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) CESL) (EED) (EWD) mis- set of survey data, đdirection of the side of error, For each determine the linear closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. and precision of balanced Tabulate values accordingly and draw the compass rule.
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 -W 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 2-3 3-4 732.72 732.67 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) CESL) (EED) (EWD) mis- set of survey data, đdirection of the side of error, For each determine the linear closure, the survey after the latitudes and departures are by to a suitable scale the adjusted traverse. and precision of balanced Tabulate values accordingly and draw the compass rule.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please *recheck and provide*clear and*complete step-by-step solutions in *scanned handwriting or computerized output. Thank you.
Tabulate the values:
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
-W
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)
CESL)
(EED)
(EWD)
mis-
set of survey data,
direction of the side of error,
For
each
determine the
linear
and precision of
balanced
closure,
the survey after the latitudes and departures are
by the compass rule.
to a suitable scale the adjusted traverse.
Tabulate values accordingly and draW
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