Q2: The following consecutive readings were taken with a level and a 4 m leveling staff on a continuously sloping ground at a common interval of 30 m. 500 (on TBM), 0.455 (on station A), 0.850, 1.255, 1.650, 2.050 450, 2.855, 3.225, 3.560, 0.750, 1.450, 2.205, 2.655, 3.150, 3.850 (on station B) The R.L. of TBM was 10.00 m. Rule out the page of level book and calculates the RI of points and gradient of line AB. Apply the usual check. 1. 2.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2: The following consecutive readings were taken with a level and a
4 m leveling staff on a continuously sloping ground at a common interval of
30 m.
500 (on TBM), 0.455 (on station A), 0.850, 1.255, 1.650, 2.050
450, 2.855, 3.225, 3.560, 0.750, 1.450, 2.205, 2.655, 3.150, 3.850
(on station B)
The R.L. of TBM was 10.00 m. Rule out the page of level book and calculates
the R.L. of points and gradient of line AB. Apply the usual check.
1.
2.
Transcribed Image Text:Q2: The following consecutive readings were taken with a level and a 4 m leveling staff on a continuously sloping ground at a common interval of 30 m. 500 (on TBM), 0.455 (on station A), 0.850, 1.255, 1.650, 2.050 450, 2.855, 3.225, 3.560, 0.750, 1.450, 2.205, 2.655, 3.150, 3.850 (on station B) The R.L. of TBM was 10.00 m. Rule out the page of level book and calculates the R.L. of points and gradient of line AB. Apply the usual check. 1. 2.
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