Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170,850 m) and R.L. (computed) of B.M. was (170.858 m), C- 10 using the following data: Point Distance R.L. В.М. 170.850 400 172.433 850 176.309 950 174.540 690 B.M. 170,858

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q21 -Compute the corrected elevations of all points if R.L. (known) of BM. ‘was (170.850 m) and R.L. (computed) of B.M. was (170.858 m), C = 10 using. the following data: - Point Distance R | O T s
Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M.
was (170.850 m) and R.L. (computed) of B.M. was (170.858 m), C- 10 using
the following data: -
Point
Distance
R.L.
B.M.
170.850
400
172.433
850
176.309
950
174.540
690
B.M.
170.858
Transcribed Image Text:Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170.850 m) and R.L. (computed) of B.M. was (170.858 m), C- 10 using the following data: - Point Distance R.L. B.M. 170.850 400 172.433 850 176.309 950 174.540 690 B.M. 170.858
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