(i) The following notes refer to the reciprocal levels takenwith one level :Instrument stationABStaff readings onAB1.031.6300.951.540RemarksDistance AB = 800 mR.L. of A = 450 mFind(i) True R.L. of B(ii) Combined correction for curvature and reflection(iii) The error in collimation adjustment of the instrument.

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(i) The following notes refer to the reciprocal levels taken with one level : Instrument station A B Staff readings on A 1.03 0.95 B 1.630 1.540 Remarks Distance AB = 800 m R.L. of A 450 m Find (i) True R.L. of B (ii) Combined correction for curvature and reflection (iii) The error in collimation adjustment of the instrument.

(i) The following notes refer to the reciprocal levels taken with one level : Instrument station A B Staff readings on A 1.03 0.95 B 1.630 1.540 Remarks Distance AB = 800 m R.L. of A 450 m Find (i) True R.L. of B (ii) Combined correction for curvature and reflection (iii) The error in collimation adjustment of the instrument.

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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