It is found that the departed line of sights from the horizontal are 0.15 m (Rod at A) and 0.20 m (Rod at B) What is the distance from points A and B in kilometers? 3.21 0.35 If the Rod readings at A and B are 3.15 and 2.85 respectively, what is the difference in elevation?

It is found that the departed line of sights from the horizontal are 0.15 m (Rod at A) and 0.20 m (Rod at B) What is the distance from points A and B in kilometers? 3.21 0.35 If the Rod readings at A and B are 3.15 and 2.85 respectively, what is the difference in elevation?

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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Concept explainers

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.

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It is found that the departed line of sights from the horizontal are 0.15 m (Rod at A) and 0.20 m (Rod at B)
What is the distance from points A and B in kilometers?
3.21
0.35
If the Rod readings at A and B are 3.15 and 2.85 respectively, what is the difference in elevation?

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