Q.I A line of level is run from B.M.I (elevation=106.40m) to B.M. 2(elevation=110.50m). Thefield observations were recorded as given helow:StationB. S1.95RemarksR.M. 1ISF.S20.6532.601.454-1.90-1.600.550.50B.M. 2Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust thevalues.

To find reduce levels and adjusted levelsof points 2,3,4 and 5

Q.I A line of level is run from B.M.I (elevation=106.40m) to B.M. 2(elevation=110.50m). The field observations were recorded as given helow: Station В.S 1.95 IS F.S Remarks R.M. 1 0.65 3 2.60 1.45 4 -1.90 -1.60 0.55 6 0.50 B.M. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.

Q.I A line of level is run from B.M.I (elevation=106.40m) to B.M. 2(elevation=110.50m). The field observations were recorded as given helow: Station В.S 1.95 IS F.S Remarks R.M. 1 0.65 3 2.60 1.45 4 -1.90 -1.60 0.55 6 0.50 B.M. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.

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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