7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +N -S +E - W s 06°35' w N 17°48'w N 70°59'w N 59°33'E S 39°1 8'E |-2 445.66 m 442.72 51.09 2-3 326.73 311.09 99.88 3-4 434.50 141.58 410.79 4-5 427.00 216.40 368.10 5-1 301.95 233.66 191.25 Sums 1935.84 m +669.07 -676.38 +559.35 -561.76 (D) (ENL) (ESL) CEED) Σ WD) Por direction of the side of error, closure, of each traverse determine the linear error of and the precision computed che che measurements made. values. Tabulate all observed and
7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +N -S +E - W s 06°35' w N 17°48'w N 70°59'w N 59°33'E S 39°1 8'E |-2 445.66 m 442.72 51.09 2-3 326.73 311.09 99.88 3-4 434.50 141.58 410.79 4-5 427.00 216.40 368.10 5-1 301.95 233.66 191.25 Sums 1935.84 m +669.07 -676.38 +559.35 -561.76 (D) (ENL) (ESL) CEED) Σ WD) Por direction of the side of error, closure, of each traverse determine the linear error of and the precision computed che che measurements made. values. Tabulate all observed and
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.
Transcribed Image Text:7. ERROR OF CLOSURE. Given the following tabulated data for
two transit-tape surveys:
LATITUDE
DEPARTURE
LINE
LENGTH
BEARING
+N
+E
s 06°35'w
N 17 48'w
N 70°59'w
N 59°33'E
S 39° 1 8'E
|-2
445.66 m
442.72
51.09
2-3
326.73
311.09
99.88
3-4
434.50
141.58
410.79
4 -5
427.00
216.40
368.10
5-1
301.95
233.66
191.25
Sums
1935.84 m
+ 669.07
- 676.38
+559.35
-561.76
|
(D)
(ΣNL)
(ESL)
CEED)
ΣWD)
closure,
of
each
traverse determine the linear error of
For
and the precision
computed
direction of the side of error,
the
the measurements made.
values.
Tabulate all observed and
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