Complete the differential-level notes shown below, putting the entire set of notes in proper field note form and making all the customary checks. All units are meters. Note: Use the attached field note form for your computations and take the elevation of B.M.A as 45.272m. Station B.S. F.S. B.M.A 0.232 2.892 T.P.1 Т.Р.2 0.503 0.212 3.056 Т.Р.з 1.246 3.302 T.P.4 2.169 1.257 T.P.5 2.895 0.678 0.202 1.423 3.004 Т.Р.6 B.M.B
Complete the differential-level notes shown below, putting the entire set of notes in proper field note form and making all the customary checks. All units are meters. Note: Use the attached field note form for your computations and take the elevation of B.M.A as 45.272m. Station B.S. F.S. B.M.A 0.232 2.892 T.P.1 Т.Р.2 0.503 0.212 3.056 Т.Р.з 1.246 3.302 T.P.4 2.169 1.257 T.P.5 2.895 0.678 0.202 1.423 3.004 Т.Р.6 B.M.B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
- Compute the Differential level notes given the data below.
- If the differential leveling is taken from the centerline of a roadway where the distance between station points is 20 m, plot the centerline elevation profile diagram.
Transcribed Image Text:1. Compute the Differential level notes
given the data below.
3. If the differential leveling is taken from the centerline of a roadway where the distance
between station points is 20 m, plot the centerline elevation profile diagram.
Complete the differential-level notes shown below, putting the entire set of notes in proper
field note form and making all the customary checks. All units are meters. Note: Use the
attached field note form for your computations and take the elevation of B.M.A as
45.272m.
Station
B.S.
F.S.
В.М.А
0.232
Т..
0.503
2.892
0.212
1.246
3.056
Т.Р.2
Т.Р.з
3.302
1.257
T.P.4
2.169
Т.Р.s
2.895
0.678
T.P.6
3.004
0.202
B.M.B
1.423
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