Example 02: By using a level and staff for observed reading of points (A, B, C, D, E, F and G) to find the elevations from two changing setting of instrument, if you know that B.M (A) elevation is (30.00m) above sea surface level as shown in table below, calculate other points elevations and check the results. Point B.S I.S F.S H.I Elevation Remarks A 1.54 30.00 В.М B 1.45 C 1.38 D 1.61 1.52 Т.Р 1.55 F 1.48 G 1.73 Sol. Of Ex_02
Example 02: By using a level and staff for observed reading of points (A, B, C, D, E, F and G) to find the elevations from two changing setting of instrument, if you know that B.M (A) elevation is (30.00m) above sea surface level as shown in table below, calculate other points elevations and check the results. Point B.S I.S F.S H.I Elevation Remarks A 1.54 30.00 В.М B 1.45 C 1.38 D 1.61 1.52 Т.Р 1.55 F 1.48 G 1.73 Sol. Of Ex_02
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Example 02: By using a level and staff for observed reading of points (A, B, C, D, E, F and
G) to find the elevations from two changing setting of instrument, if you know
that B.M (A) elevation is (30.00m) above sea surface level as shown in table
below, calculate other points elevations and check the results.
Point
B.S
I.S
F.S
H.I
Elevation
Remarks
A
1.54
30.00
В.М
B
1.45
C
1.38
D
1.61
1.52
Т.Р
1.55
F
1.48
G
1.73
Sol. Of Ex_02
Point
B.S
I.S
F.S
H.I
Elevation
Remarks
30.00
30.09
A
1.54
31.54
В.М
B
1.45
C
1.38
30.16
D
1.61
1.52
31.63
30.02
Т.Р
E
1.55
30.08
F
1.48
30.15
G
1.73
29.90
Σ-3.15
Σ-3,25
EB.S - EF.S = Last Elev. - First Elev.
%3D
3.15 – 3.25 = 29.90 – 30.00
-0.10 = -0.10 Jael](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa3b0bc2f-5ccb-47a8-b71e-21e2059d357f%2Fabd7a7d5-82ff-45bb-8b44-53cbb29ea0ba%2Fsxy19of_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Example 02: By using a level and staff for observed reading of points (A, B, C, D, E, F and
G) to find the elevations from two changing setting of instrument, if you know
that B.M (A) elevation is (30.00m) above sea surface level as shown in table
below, calculate other points elevations and check the results.
Point
B.S
I.S
F.S
H.I
Elevation
Remarks
A
1.54
30.00
В.М
B
1.45
C
1.38
D
1.61
1.52
Т.Р
1.55
F
1.48
G
1.73
Sol. Of Ex_02
Point
B.S
I.S
F.S
H.I
Elevation
Remarks
30.00
30.09
A
1.54
31.54
В.М
B
1.45
C
1.38
30.16
D
1.61
1.52
31.63
30.02
Т.Р
E
1.55
30.08
F
1.48
30.15
G
1.73
29.90
Σ-3.15
Σ-3,25
EB.S - EF.S = Last Elev. - First Elev.
%3D
3.15 – 3.25 = 29.90 – 30.00
-0.10 = -0.10 Jael
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