Q2-Compute the corrected elevations of all points ifR.L. (known) of B.M. was (170.850 m) and RL. (computed) of B.M. was (170.858 m), C= 10 using the following date- R.L. Point Distance 170.850 BM 400 172.433 850 176.309 950 3. 174.540 690 B.M. 170.858 1.
Q2-Compute the corrected elevations of all points ifR.L. (known) of B.M. was (170.850 m) and RL. (computed) of B.M. was (170.858 m), C= 10 using the following date- R.L. Point Distance 170.850 BM 400 172.433 850 176.309 950 3. 174.540 690 B.M. 170.858 1.
Chapter2: Loads On Structures
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Q2-Compute the corrected elevations of all points if R.L. (known) of B.M.
was (170.850 m) and RL. (computed) of B.M. was (170.858 m), C 10 using
the following datE-
%3D
R.L.
Puint
Distance
170.850
BM.
400
1
172.433
850
176.309
950
3.
174.540
690
B.M.
170.858
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