AZIMUTH FROM NORTH COURSE LENGTH +N -S +E O*50' 296*06' 205 54' 135 20' CD 380.38 m 380. 34 5.53 DE 519.30 228.46 466.35 EF 693.87 624.18 303.08 EG 41798 297.27 293.83

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses:

For each 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.

LATITUDE
DEPARTURE
AŽIMUTH
COURSE
LENGTH
FROM NORTH
+N
+E
-W
5.53
0°50'
296 06'
205°54'
135 20'
33 27'
95 39'
380. 38 m.
51 9.30
693.87
CD
380. 34
466.35
303.08
228.46
DE
EF
624.18
FG
417.98
297.27
293.83
GH
403.93
337.03
222.65
HC
249.00
24.51
247.79
Sums
2664.46 m
+945.83
-945.96
+769.80
-769.43
(D)
CENL)
(ESL)
CEEDI
(EWD)
Transcribed Image Text:LATITUDE DEPARTURE AŽIMUTH COURSE LENGTH FROM NORTH +N +E -W 5.53 0°50' 296 06' 205°54' 135 20' 33 27' 95 39' 380. 38 m. 51 9.30 693.87 CD 380. 34 466.35 303.08 228.46 DE EF 624.18 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 HC 249.00 24.51 247.79 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) CENL) (ESL) CEEDI (EWD)
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