Note:hand written solution should be avoided. obtained, at A and B. The level stations andstaff stations lay in a straight line.Determine the collimation error of the level,the corrected difference in level between Aand B, and the staff readings obtained from Dwhen the instrument had been placed inadjustment. 1 A level, set up at C in a position 30 m from astaff held at A and 60 m from a staff held at B,gave readings of 1.914 m and 2.237 mrespectively, the bubble having been broughtto the centre of its run before each reading.The level was then taken to D, 30 m from Band 60 m from A, and staff readings of1.874 m and 2.141 m respectively were

1 A level, set up at C in a position 30 m from a staff held at A and 60 m from a staff held at B, gave readings of 1.914 m and 2.237 m respectively, the bubble having been brought to the centre of its run before each reading. The level was then taken to D, 30 m from B and 60 m from A, and staff readings of 1.874 m and 2.141 m respectively were

1 A level, set up at C in a position 30 m from a staff held at A and 60 m from a staff held at B, gave readings of 1.914 m and 2.237 m respectively, the bubble having been brought to the centre of its run before each reading. The level was then taken to D, 30 m from B and 60 m from A, and staff readings of 1.874 m and 2.141 m respectively were

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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