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b: The following is the page ofa level field book. Fill in the missing reading and calculate the R.L.. of all the points. Apply the usual checks. Also calculate the gradient of the line joining the first and the last points. Point No. B.S.(m) I.S.(m) F.S.(m) H.I. (m) R.L.(m) REMARKS B.M.1 30.760 27.120 В.М.1 1 2.455 2. 28.600 3 2.435 2.355 4. 30.925 28.980 5. 1.535 27.710 1.920 28.160 2.145 9. 3.170 31.235 28.360 10 28.605 11 12 1.850 2.640 31.105 28.125 13 29.175 14 15 1.750 3.120 B.M.2 2.140 В.М. 2

b: The following is the page ofa level field book. Fill in the missing reading and calculate the R.L.. of all the points. Apply the usual checks. Also calculate the gradient of the line joining the first and the last points. Point No. B.S.(m) I.S.(m) F.S.(m) H.I. (m) R.L.(m) REMARKS B.M.1 30.760 27.120 В.М.1 1 2.455 2. 28.600 3 2.435 2.355 4. 30.925 28.980 5. 1.535 27.710 1.920 28.160 2.145 9. 3.170 31.235 28.360 10 28.605 11 12 1.850 2.640 31.105 28.125 13 29.175 14 15 1.750 3.120 B.M.2 2.140 В.М. 2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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b: The following is the page of a level field book. Fill in the missing reading and calculate the R.L. of all the points. Apply the usual checks. Also calculate the gradient of the line joining the first and the last points. Point No. B.S.(m) I.S.(m) F.S.(m) H.I. (m) R.L.(m) REMARKS 30.760 27.120 В.М.1 B.M.1 1 2.455 2 28.600 3. 2.435 2.355 30.925 28.980 1.535 27.710 7. 1.920 28.160 8. 2.145 3.170 31.235 28.360 10 28.605 11 12 1.850 2.640 31.105 28.125 13 29.175 14 15 1.750 3.120 B.M.2 B.M. 2 2.140
Transcribed Image Text:b: The following is the page of a level field book. Fill in the missing reading and calculate the R.L. of all the points. Apply the usual checks. Also calculate the gradient of the line joining the first and the last points. Point No. B.S.(m) I.S.(m) F.S.(m) H.I. (m) R.L.(m) REMARKS 30.760 27.120 В.М.1 B.M.1 1 2.455 2 28.600 3. 2.435 2.355 30.925 28.980 1.535 27.710 7. 1.920 28.160 8. 2.145 3.170 31.235 28.360 10 28.605 11 12 1.850 2.640 31.105 28.125 13 29.175 14 15 1.750 3.120 B.M.2 B.M. 2 2.140
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