Determine: (a) The probable error of the mean in Taping Operation 1. (b) The probable error of the mean in Taping Operation 2. (c) The combined most probable measurement of the frontage, in meters. Answer these questions using this taping scenario: Two surveying tapes were used in measuring the frontage of an open field. The resulting measurements are as follows: Taping Operation 1 Taping Operation 2 300.761m 300.977m 300.772m 300.415m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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InC IS 19)7 metiers TOII A. NO W Tai IS D HVII A!
b.
If the elevation of point A is 1905.342 m above mean sea level, what is the elevation of B?
C.
What is the elevation of C?
Determine: (a) The probable error of the mean in Taping Operation 1. (b) The probable error of the mean in Taping
Operation 2. (c) The combined most probable measurement of the frontage, in meters. Answer these questions using
this taping scenario:
Two surveying tapes were used in measuring the frontage of an open field. The resulting measurements are as
follows:
Taping Operation 1
Taping Operation 2
300.761m
300.977m
300.772m
300.415m
Transcribed Image Text:InC IS 19)7 metiers TOII A. NO W Tai IS D HVII A! b. If the elevation of point A is 1905.342 m above mean sea level, what is the elevation of B? C. What is the elevation of C? Determine: (a) The probable error of the mean in Taping Operation 1. (b) The probable error of the mean in Taping Operation 2. (c) The combined most probable measurement of the frontage, in meters. Answer these questions using this taping scenario: Two surveying tapes were used in measuring the frontage of an open field. The resulting measurements are as follows: Taping Operation 1 Taping Operation 2 300.761m 300.977m 300.772m 300.415m
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