1.1 how to use a level 1.[Calculation] To calculate the elevation of some points, a leveling route was tested from BM-A to BM- B, according to the reqiurement of mapping control leveling. please answer the following the questions. Whether the accuracy meets the requirements? (fhrace =+40VL) Please complete the following table. +2.813m +2.331m BM-A 2.1km BM-B 1.6km -2.244m +1.430m H-45.286m HB-49.579m 1.7km 2.0km Point Route distance Observed elevation Adjustment for elevation Corrected elevation Elevation L(km) difference ham) difference Vi (m) H(m) difference h (m) BM-A 45.286 1 2 3 BM-B 49.579 Σ

Structural Analysis
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Author:KASSIMALI, Aslam.
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1.1 how to use a level
1.[Calculation]
To calculate the elevation of some points, a
leveling route was tested from BM-A to BM-
B, according to the reqiurement of mapping
control leveling.
please answer the following the questions.
Whether the accuracy meets the
requirements? (fhadermce =±40VL)
%3D
Please complete the following table.
+2.813m
+2.331m
BM-A
BM-B
1.6km
2.1km
-2.244m
+1.430m
HA
1-45.286m
Hg-49.579m
1.7km
2.0km
Point
Route distance
Observed elevation
Adjustment for elevation
Corrected elevation
Elevation
L(km)
difference hi(m)
difference Vi (m)
H(m)
difference h, (m)
BM-A
45.286
1
2
3
BM-B
49.579
Transcribed Image Text:1.1 how to use a level 1.[Calculation] To calculate the elevation of some points, a leveling route was tested from BM-A to BM- B, according to the reqiurement of mapping control leveling. please answer the following the questions. Whether the accuracy meets the requirements? (fhadermce =±40VL) %3D Please complete the following table. +2.813m +2.331m BM-A BM-B 1.6km 2.1km -2.244m +1.430m HA 1-45.286m Hg-49.579m 1.7km 2.0km Point Route distance Observed elevation Adjustment for elevation Corrected elevation Elevation L(km) difference hi(m) difference Vi (m) H(m) difference h, (m) BM-A 45.286 1 2 3 BM-B 49.579
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