Please *recheck and provide *clear and *complete step-by-step solutions in *scanned handwriting or computerized output. Thank you. 9. COMPASSthe observed and calculated data for two different transit-tape surveys:RULE. Given in the accompanying tabulations areLATITUDEDEPARTURELINEDISTANCEBEARING+NS 52°51'w.N 00°42'ES 85*57'Es 03°04'w1-2388.08 m234.36309.32732.722-33-4732.678.95324.7822.94323.974 - 1477.24476.5625.53Sums1922.82 m+732.67733.86+ 332.92-334.85(D)(ENL)ESL)(ZED)(EWD)LATITUDEDEPARTUREAZIMUTHCOURSEDISTANCEFROM SOUTH+ E-W180 50'116 06'25 54'315 20'213° 27'275 39"1-2475.48 m475.436.922-3649. 13285.58582.943-4867.34780.22378.864-5522.48371.59367.295-6504.90421.27278.316-1311.2530.64309.74Sums3330.58 m+I182.281182.45+962.26 |-961.80(D)(ENL)(ESL)(EEL)(E WD)determine themis-set of survey data,đirection of the side of error,lineareachclosure,Forand precision ofbalancedTabulate values accordingly and drawthe survey after the latitudes and departures arebythe compass rule.to a suitable scale the adjusted traverse.%24SN SS

Solution: a) By using the formulas calculate the values of table By using Compass RuleBowditch…

Answered: 9. COMPASS the observed and calculated…

9. COMPASS the observed and calculated data for two different transit- RULE. Given in the accompanying tabulations are tape surveys:

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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Question

Please *recheck and provide *clear and *complete step-by-step solutions in *scanned handwriting or computerized output. Thank you.

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
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)
ESL)
(ZED)
(EWD)
LATITUDE
DEPARTURE
AZIMUTH
COURSE
DISTANCE
FROM SOUTH
+ E
-W
180 50'
116 06'
25 54'
315 20'
213° 27'
275 39"
1-2
475.48 m
475.43
6.92
2-3
649. 13
285.58
582.94
3-4
867.34
780.22
378.86
4-5
522.48
371.59
367.29
5-6
504.90
421.27
278.31
6-1
311.25
30.64
309.74
Sums
3330.58 m
+I182.28
1182.45
+962.26 |-961.80
(D)
(ENL)
(ESL)
(EEL)
(E WD)
determine the
mis-
set of survey data,
đirection of the side of error,
linear
each
closure,
For
and precision of
balanced
Tabulate values accordingly and draw
the survey after the latitudes and departures are
by
the compass rule.
to a suitable scale the adjusted traverse.
%24
SN SS

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