Q2) the following consecutive staff reading were taken on pegs at 15m interval on a continuously slopping ground: 0.895, 1.305, 2.800 (C.P), 1.960, 2.690, 3.255 (C.P), 2.120, 2.825, 3.450, 3.895(C.P), 1.685, 2.050 (I.S on Stn. A). R.L. of station A where the reading 2.050 was taken is known to be 50.250m. From the last position of the instrument two stations B and C with R.L 50.800 and 51.000 respectively are to be established without disturbing the instrument. a) Workout the staff reading at B and CX and complete all the work and check in level book form. b) Compute the gradient of line connecting the first and last point.
Q2) the following consecutive staff reading were taken on pegs at 15m interval on a continuously slopping ground: 0.895, 1.305, 2.800 (C.P), 1.960, 2.690, 3.255 (C.P), 2.120, 2.825, 3.450, 3.895(C.P), 1.685, 2.050 (I.S on Stn. A). R.L. of station A where the reading 2.050 was taken is known to be 50.250m. From the last position of the instrument two stations B and C with R.L 50.800 and 51.000 respectively are to be established without disturbing the instrument. a) Workout the staff reading at B and CX and complete all the work and check in level book form. b) Compute the gradient of line connecting the first and last point.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q2) the following consecutive staff reading were taken on pegs at 15m interval on a
continuously slopping ground:
0.895, 1.305, 2.800 (C.P), 1.960, 2.690, 3.255 (C.P), 2.120, 2.825, 3.450, 3.895(C.P),
1.685, 2.050 (I.S on Stn. A). R.L. of station A where the reading 2.050 was taken is
known to be 50.250m.
From the last position of the instrument two stations B and C with R.L 50.800 and 51.000
respectively are to be established without disturbing the instrument.
a) Workout the staff reading at B and CX and complete all the work and check in
level book form.
b) Compute the gradient of line connecting the first and last point.
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