Surveying The following readings were observed with a dumpy level of 0.795, 1.535, 2.855, 3.125, 0.945, 0.635, 0.555, 0.230, 1.550, 0.995, 2.015 The instrument was shifted after 4th and 8th readings. The first reading was taken on a B.M. of RL 608.400. Write down the page of a level field book by making entries of the above readings. Calculate R.L.s of the points. Find the difference of levels between the first and last points.

Surveying The following readings were observed with a dumpy level of 0.795, 1.535, 2.855, 3.125, 0.945, 0.635, 0.555, 0.230, 1.550, 0.995, 2.015 The instrument was shifted after 4th and 8th readings. The first reading was taken on a B.M. of RL 608.400. Write down the page of a level field book by making entries of the above readings. Calculate R.L.s of the points. Find the difference of levels between the first and last points.

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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Apply “Rise and Fall method” for working out the reduced levels of points for which the following consecutive readings were taken with a level. 0.894, 2.643, 2.896, 4.016, 1.954, 0.692, 2.582, 0.251, 1.532, 2.996, 1.135 The instrument was shifted after the 2nd, 4th, 6th and 8th readings. The first reading was taken on the staff held on the bench mark of R.L. equal to 5757. Rule out a page of level field book and enter the above readings
What will be the corrected staff reading at a point A if the staff reading taken from an instrument setup at a distance of 2 km from point A is 3.5 m?
topic: Tacheometry Please draw a diagram based on this Problem. (a) diagram of the problem (b) diagram with the computed unknown variables
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The following consecutive readings were taken with a level on continuously sloping ground at a common interval of 20 m. The last station has an elevation (RL) of 90.658 m. 0.472, 1.115, 2.265, 2.900, 3.744, 0.611, 1.470, 2.815, 3.505, 4.398, 0.553, 1.925, 2.456, 2.762. Calculate: the RL of the first point in m.
Please do it handwritten
Subject: engineering surveying
Ex-2-: In a levelling process the readings were recorded as following: (1.349, 1.723, 1.522, 1.634, 1.542, 1.773, 1.829 m). If the Level instrument was relocated after the fourth reading and the level of the fourth point was (30 m). Calculate the elevations of the other points and do check your calculations.
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If you can help me with part b id greatly appreciate it, answer is not 10.77,10.72, 12.08, or 0.05. Thanks, will rate if answered within next couple hours.