The following data were taken from the peg method of adjustment. Instrument at 1 Instrument at 2 3.7 m Rod rdg. on A Rod rdg. on B 4 m 2 m 1.5 m Point 1 is midway between A and B. Point 2 is 20 m to the left of A, 120 m from B. 1. Determine the magnitude of the true difference in elevation between A and B. 2. Determine the correct rod reading at A for horizontal sight if the instrument is set up at point 2.

The following data were taken from the peg method of adjustment. Instrument at 1 Instrument at 2 3.7 m Rod rdg. on A Rod rdg. on B 4 m 2 m 1.5 m Point 1 is midway between A and B. Point 2 is 20 m to the left of A, 120 m from B. 1. Determine the magnitude of the true difference in elevation between A and B. 2. Determine the correct rod reading at A for horizontal sight if the instrument is set up at point 2.

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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