Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table below, if the height of instrument at point A is (1.3m) and the elevation at same point is (25m), calculate the elevations of others points if know the horizontal distances for points B, C, are 80, 120, m respectively. station Observed point Vertical angle F.L F.R B 97° 27 50" 262° 32 36" A 93° 27 14" 266° 32 18"

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2/ In field work, vertical angles was measured from station A to stations
B.C, as show in table below, if the height of instrument at point A is (1.3m)
and the elevation at same point is (25m), calculate the elevations of others
points if know the horizontal distances for points B, C, are 80, 120, m
respectively.
station
Observed point
Vertical angle
F.L
F.R
97° 27 50"
262° 32 36"
93° 27 14"
266° 32 18"
Transcribed Image Text:Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table below, if the height of instrument at point A is (1.3m) and the elevation at same point is (25m), calculate the elevations of others points if know the horizontal distances for points B, C, are 80, 120, m respectively. station Observed point Vertical angle F.L F.R 97° 27 50" 262° 32 36" 93° 27 14" 266° 32 18"
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