a) A closed traverse survey involved measurements of angels and distances between (5) stations A, B, C, D, E. from the data given in the table below correct the closing errors in northings and eastings. determine the corrected coordinates of stations, where A coordinates are (2000 N, 1000 E) & compute the traverse area.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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QUESTION 2:
a) A closed traverse survey involved measurements of angels and distances between (5)
stations A, B, C, D, E. from the data given in the table below correct the closing errors in
northings and eastings. determine the corrected coordinates of stations, where A coordinates
are (2000 N, 1000 E) & compute the traverse area.
point
side
measured
corrected
length
azimuth
A
AB
118.1
41° 31'
ВС
112.7
345° 38'
C.
СА
109.5
268° 27
D
DE
120
198° 00'
E
EA
125.1
130° 00'
A
Transcribed Image Text:QUESTION 2: a) A closed traverse survey involved measurements of angels and distances between (5) stations A, B, C, D, E. from the data given in the table below correct the closing errors in northings and eastings. determine the corrected coordinates of stations, where A coordinates are (2000 N, 1000 E) & compute the traverse area. point side measured corrected length azimuth A AB 118.1 41° 31' ВС 112.7 345° 38' C. СА 109.5 268° 27 D DE 120 198° 00' E EA 125.1 130° 00' A
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