PROBLEM 2. Given in the accompanying tabulation are the observed data for a transit- tape survey. DISTANCE LINE OBSERVED BEARING (m) N 34°55' E N 56°30' W S 75°45' W S 42°15' W S 38°45' E S 84°52' E Determine the adjusted distance and bearing АВ 330.75 BC 305.43 CD 325.28 DE 201.10 EF 225.25 FA 375.76

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM 2. Given in the accompanying tabulation are the
observed data for a transit- tape survey.
DISTANCE
LINE
OBSERVED BEARING
(m)
N 34°55' E
N 56°30' W
S 75°45' W
S 42°15' W
S 38°45' E
S 84°52' E
АВ
330.75
ВС
305.43
CD
325.28
DE
201.10
EF
225.25
FA
375.76
Determine the adjusted distance and bearing
Transcribed Image Text:PROBLEM 2. Given in the accompanying tabulation are the observed data for a transit- tape survey. DISTANCE LINE OBSERVED BEARING (m) N 34°55' E N 56°30' W S 75°45' W S 42°15' W S 38°45' E S 84°52' E АВ 330.75 ВС 305.43 CD 325.28 DE 201.10 EF 225.25 FA 375.76 Determine the adjusted distance and bearing
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