TRANSIT RULE.pls make use of table and draw the traverse DEPARTURELATITUDEAZIMUYHFROM NORTHCOURSELENGTH- W+N--S+E5.530°50'296°06'205 54'135 20'33°27'95°39'380. 38 m51 9. 30CD380. 34466.35DE228.46624.18303.08EF693. 87FG41 7.98297.27293.83GH403.93337.03222.6524.51247.79HC249. 00Sums2664.46 m+945.83-945.96+769.80-769.43(D)ENL)ESL)ZEDI(ZWD)balance the latitudesandeach set of traverse data,by the transit rule.Forde parturesAlso determine the linearbearing of the side of error,theTabulate all observedcalculated values into a convenient for mat and preparea sketch of the adjusted traverse. Use a 'convenient scale.errorof closure,andprecision of the measurements made.and

Answered: Image /qna-images/answer/d5113bad-6dd0-434a-a842-5362d6c546de.jpg

DEPARTURE LATITUDE AZIMUYH FROM NORTH COURSE LENGTH +E - W +N -S 5.53 0°50' 296°06' 205 54' 135 20' 33 27' 95 39' 380.38 m 519. 30 CD 380. 34 466.35 228.46 DE EF 624.18 303.08 693.87 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 24.51 247.79 HC 249. 00 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) ESL) CEEDI (EWD) and each set of traverse data, departures by the transit rule. of closure, For balance the latitudes Also determine the linear bearing of the side of error, Tabulate all error and the precision of the me asurements made. observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse. Use a 'convenient scale.

DEPARTURE LATITUDE AZIMUYH FROM NORTH COURSE LENGTH +E - W +N -S 5.53 0°50' 296°06' 205 54' 135 20' 33 27' 95 39' 380.38 m 519. 30 CD 380. 34 466.35 228.46 DE EF 624.18 303.08 693.87 FG 417.98 297.27 293.83 GH 403.93 337.03 222.65 24.51 247.79 HC 249. 00 Sums 2664.46 m +945.83 -945.96 +769.80 -769.43 (D) ENL) ESL) CEEDI (EWD) and each set of traverse data, departures by the transit rule. of closure, For balance the latitudes Also determine the linear bearing of the side of error, Tabulate all error and the precision of the me asurements made. observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse. Use a 'convenient scale.

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

TRANSIT RULE. pls make use of table and draw the traverse

DEPARTURE
LATITUDE
AZIMUYH
FROM NORTH
COURSE
LENGTH
- W
+N
--S
+E
5.53
0°50'
296°06'
205 54'
135 20'
33°27'
95°39'
380. 38 m
51 9. 30
CD
380. 34
466.35
DE
228.46
624.18
303.08
EF
693. 87
FG
41 7.98
297.27
293.83
GH
403.93
337.03
222.65
24.51
247.79
HC
249. 00
Sums
2664.46 m
+945.83
-945.96
+769.80
-769.43
(D)
ENL)
ESL)
ZEDI
(ZWD)
balance the latitudes
and
each set of traverse data,
by the transit rule.
For
de partures
Also determine the linear
bearing of the side of error,
the
Tabulate all observed
calculated values into a convenient for mat and prepare
a sketch of the adjusted traverse. Use a 'convenient scale.
error
of closure,
and
precision of the measurements made.
and

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