In order to carry out tacheometric surveying, following observations were taken through a tacheometer set up at station P at a height 1.235m. Compute the horizontal distance of S from P and reduced level of station at S if R.L. of station P is 262.575m Staff held Vertical at Horizontal distance from P Angle of Elevation Staff Reading (m) (m) 100 1.01 0° Q R 0° 5° 24' 40" 200 2.03 3.465, 2.27, 1.280 K 20 2.03m 1.01m

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Assignment
In order to carry out tacheometric surveying, following observations were
taken through a tacheometer set up at station P at a height 1.235m.
Compute the horizontal distance of S from P and reduced level of station
at S if R.L. of station P is 262.575m
34
Staff held
Vertical at
Horizontal distance
from P
Angle of
Elevation
Staff Reading (m)
DrAK
(m)
100
Q
1.01
0°
R
200
2.03
0°
3.465, 2.27, 1.280
5° 24' 40"
K 20.
2.03m
1.01m
100m
ENGIN
200m
Transcribed Image Text:Assignment In order to carry out tacheometric surveying, following observations were taken through a tacheometer set up at station P at a height 1.235m. Compute the horizontal distance of S from P and reduced level of station at S if R.L. of station P is 262.575m 34 Staff held Vertical at Horizontal distance from P Angle of Elevation Staff Reading (m) DrAK (m) 100 Q 1.01 0° R 200 2.03 0° 3.465, 2.27, 1.280 5° 24' 40" K 20. 2.03m 1.01m 100m ENGIN 200m
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