Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If you know that elevation of A = 24.60m and distance between A and B is 200m, calculate the following 1. The collimation Error. 2. The deflection angle in Line of sight (8) 3. True elevation of B considering the effects of curvature. 4. True elevation of C considering (Curvature and Refraction). Location level close to A mid-point between A and B BS 2.015 2.44 IS -3.105 FS 1.883 2.32 Rise Fall Staff at A B A C B Remarks 0 meter to A 200 m to B 100 m to A 100 m to C 100 m to B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If you
know that elevation of A = 24.60m and distance between A and B is 200m, calculate the following
1. The collimation Error.
2. The deflection angle in Line of sight (8)
3. True elevation of B considering the effects of curvature.
True elevation of C considering (Curvature and Refraction).
4.
Location
level
close
to A
mid-point
between
A and B
BS
2.015
2.44
IS
-3.105
FS
1.883
2.32
Rise
Fall
Staff
at
A
B
A
с
B
Remarks
0 meter to
200 m to B
100 m to A
100 m to C
100 m to B
Transcribed Image Text:I need to solve all the questions please Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If you know that elevation of A = 24.60m and distance between A and B is 200m, calculate the following 1. The collimation Error. 2. The deflection angle in Line of sight (8) 3. True elevation of B considering the effects of curvature. True elevation of C considering (Curvature and Refraction). 4. Location level close to A mid-point between A and B BS 2.015 2.44 IS -3.105 FS 1.883 2.32 Rise Fall Staff at A B A с B Remarks 0 meter to 200 m to B 100 m to A 100 m to C 100 m to B
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