n the two-peg test of a dummy level, the following observations are taken. On point A On point B INSTRUMENT SET UP at M. 2.672 1.235 INSTRUMENT SET UP at P 1.876 0.465 Point M is equidistance from both A and B with 88 meters, while P is 2.50m away from A along the extension of line AB. Requirements: a. Determine the true difference in elevation between point A and B. b. With the level still set up at P, determine the rod reading on A and B to which the line of sight should be adjusted. c. If the instrument needs to be adjusted, determine the following false difference in elevation inclination of the line of sight and the error in the reading of far rod A and B instrument set up at P.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Point M is equidistance from both A and B with 88 meters, while P is 2.50m away from A along the extension of line AB. Requirements:

  1. Determine the true difference in elevation between point A and B.
  2. With the level still set up at P, determine the rod reading on A and B to which the line of sight should be adjusted.
  3. If the instrument needs to be adjusted, determine the following false difference in elevation inclination of the line of sight and the error in the reading of far rod A and B instrument set up at P.
In the two-peg test of a dummy level, the following observations are taken.
On point A
On point B
INSTRUMENT SET UP at M
2.672
1.235
INSTRUMENT SET UP at P
1.876
0.465
Point M is equidistance from both A and B with 88 meters, while P is 2.50m away from A along
the extension of line AB. Requirements:
a. Determine the true difference in elevation between point A and B.
b. With the level still set up at P, determine the rod reading on A andB to which the line of sight
should be adjusted.
c. If the instrument needs to be adjusted, determine the following false difference in elevation
inclination of the line of sight and the error in the reading of far rod A and B instrument set
up at P.
Transcribed Image Text:In the two-peg test of a dummy level, the following observations are taken. On point A On point B INSTRUMENT SET UP at M 2.672 1.235 INSTRUMENT SET UP at P 1.876 0.465 Point M is equidistance from both A and B with 88 meters, while P is 2.50m away from A along the extension of line AB. Requirements: a. Determine the true difference in elevation between point A and B. b. With the level still set up at P, determine the rod reading on A andB to which the line of sight should be adjusted. c. If the instrument needs to be adjusted, determine the following false difference in elevation inclination of the line of sight and the error in the reading of far rod A and B instrument set up at P.
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