3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusteddistance and adjusted Azimuth of the horizontal control traverse.Table 3.1 Given dataANSBABBCFigure 3.1 The horizontal control traverse shapeTable 3.1Coordinate N,mDESTABCCDDEΙΕΑCAngleовOCODBE0 AE,m1474.181 22.4531503.524 38.6881530.550 105.3951492.037 141.283Distance,mcD44.94553.405Value,"93° 14' 48.00"93° 41' 11.00"72° 22' 34.00"XE

Data givenFind:(a) Angular error(b) Traverse accuracy(c) Adjusted coordinate(d) Adjusted distance(e)…

3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted distance and adjusted Azimuth of the horizontal control traverse. Table 3.1 Given data BC Figure 3.1 The horizontal control traverse shape Table 3.1 Coordinate N,m A B D E STA BC CD DE EA DEA E,m 1474.181 22.453 1503.524 38.688 1530.550 105.395 1492.037 141.283 BE 0 A Distance,m Angle ов OC 93° 41' 11.00" OD 72° 22' 34.00" 44.945 53.405 DTH Value, 93° 14' 48.00" XE

3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted distance and adjusted Azimuth of the horizontal control traverse. Table 3.1 Given data BC Figure 3.1 The horizontal control traverse shape Table 3.1 Coordinate N,m A B D E STA BC CD DE EA DEA E,m 1474.181 22.453 1503.524 38.688 1530.550 105.395 1492.037 141.283 BE 0 A Distance,m Angle ов OC 93° 41' 11.00" OD 72° 22' 34.00" 44.945 53.405 DTH Value, 93° 14' 48.00" XE

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

3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted
distance and adjusted Azimuth of the horizontal control traverse.
Table 3.1 Given data
ANS
B
A
B
BC
Figure 3.1 The horizontal control traverse shape
Table 3.1
Coordinate N,m
D
E
STA
BC
CD
DE
ΙΕΑ
C
Angle
ов
OC
OD
BE
0 A
E,m
1474.181 22.453
1503.524 38.688
1530.550 105.395
1492.037 141.283
Distance,m
cD
44.945
53.405
Value,"
93° 14' 48.00"
93° 41' 11.00"
72° 22' 34.00"
XE

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Step 5: Adjusted coordinate

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Step 6: Adjusted azimuth

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