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In a topographic survey undertaken by Karman Sury. Corp. before any leveling is conducted, the engineers usually check whether the engineers level is In perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set up near A, backsight on A is 1.623 m and foresight reading on B is 2.875 m with the instrument set up near B backsight on B is 1.622 m and a foresight on A is 0.362 m A. Compute the difference in elevation between A and B. B. What should be the correct rod reading on A to give a level line of sight with the instrument still set up at B? C. What should have been the reading on B with the instrument at A to give a level line of sight?

In a topographic survey undertaken by Karman Sury. Corp. before any leveling is conducted, the engineers usually check whether the engineers level is In perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set up near A, backsight on A is 1.623 m and foresight reading on B is 2.875 m with the instrument set up near B backsight on B is 1.622 m and a foresight on A is 0.362 m A. Compute the difference in elevation between A and B. B. What should be the correct rod reading on A to give a level line of sight with the instrument still set up at B? C. What should have been the reading on B with the instrument at A to give a level line of sight?

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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Problem In a topographic survey undertaken by Karman Sury. Corp. before any leveling is conducted, the engineers usually check whether the engineers level is In perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set up near A, on A is 1.623 m and foresight reading on B is 2.875 m with the instrument set up near B backsight on B is 1.622 m and a foresight on A is 0.362 m A. Compute the difference in elevation between A and B . B. What should be the correct rod reading on A to give a level line of sight with the instrument still set up at B? C. What should have been the reading on B with the instrument at A to give a level line of sight?

Problem In a topographic survey undertaken by Karman Sury. Corp. before any leveling is conducted, the engineers usually check whether the engineers level is In perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set up near A, backsight on A is 1.623 m and foresight reading on B is 2.875 m with the instrument set up near B backsight on B is 1.622 m and a foresight on A is 0.362 m A. Compute the difference in elevation between A and B. B. What should be the correct rod reading on A to give a level line of sight with the instrument still set up at B? C. What should have been the reading on B with the instrument at A to give a level line of sight?
Transcribed Image Text:Problem In a topographic survey undertaken by Karman Sury. Corp. before any leveling is conducted, the engineers usually check whether the engineers level is In perfect adjustment. A two peg test is used to check whether the line of sight is in perfect adjustment and the following rod readings are taken, with instrument set up near A, backsight on A is 1.623 m and foresight reading on B is 2.875 m with the instrument set up near B backsight on B is 1.622 m and a foresight on A is 0.362 m A. Compute the difference in elevation between A and B. B. What should be the correct rod reading on A to give a level line of sight with the instrument still set up at B? C. What should have been the reading on B with the instrument at A to give a level line of sight?
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