Problem 2. The following observations were taken during a tacheometric survey using the stadia lines of a theodolite (multiplying constant 100, no additive constant.) Station Set Station Observed at B Calculate: A с Staff Readings M U L 5.62 6.92 8.22 3.14 4.45 5.76 a) the horizontal lengths AB and BC b) the difference in level between A and C, Vertical angle +5°32' -6°46' Bearing 26°36′ 174°18'

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 2. The following observations were taken during a tacheometric survey using the stadia lines of a theodolite
(multiplying constant 100, no additive constant.)
Station Set Station Observed
at
B
Calculate:
A
с
Staff Readings
M
U
L
5.62 6.92 8.22
3.14
4.45 5.76
a) the horizontal lengths AB and BC
b) the difference in level between A and C,
Vertical angle
+5°32'
-6°46'
Bearing
26°36′
174°18'
Transcribed Image Text:Problem 2. The following observations were taken during a tacheometric survey using the stadia lines of a theodolite (multiplying constant 100, no additive constant.) Station Set Station Observed at B Calculate: A с Staff Readings M U L 5.62 6.92 8.22 3.14 4.45 5.76 a) the horizontal lengths AB and BC b) the difference in level between A and C, Vertical angle +5°32' -6°46' Bearing 26°36′ 174°18'
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