bserved and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH +N -- +E -W 99°45' 154°00' 242°30' 353° 15' AB 357.20 m 60.49 352.04 BC 183. 18 164.64 ৪০.30 CD 430.05 198.57 381.46 DA 425.18 422.23 49.97 Sums 1395.61m + 423. 70 -422.23 + 431.43 -432.34 (D) (ENL) (ESL) (EED) (E WD)
bserved and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE FROM SOUTH +N -- +E -W 99°45' 154°00' 242°30' 353° 15' AB 357.20 m 60.49 352.04 BC 183. 18 164.64 ৪০.30 CD 430.05 198.57 381.46 DA 425.18 422.23 49.97 Sums 1395.61m + 423. 70 -422.23 + 431.43 -432.34 (D) (ENL) (ESL) (EED) (E WD)
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.
Question: Given the accompanying tabulations are observed and calculated data for the traverse. For the set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse. Use a convenient scale.

Transcribed Image Text:10. TRANSIT RULE. Given in the accompanying tabulations are
observed and calculated data for two different traverses.
LATITUDE
DEPARTURE
AZIMUTH
LINE
DISTANCE
FROM SOUTH
+N
+E
99°45'
154°00'
242°30'
353° 15'
AB
357.20 m
60.49
352.04
BC
183. 18
1 64.64
80.30
CD
430.05
198.57
381.46
DA
425. 18
422.23
49.97
Sums
1395.61 m
+ 423.70
- 422.23
+ 431.43
-432.34
(D)
(ENL)
(ESL)
(EED)
(E WD)
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