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SITUATION 01 A one-kilometer roadway was measured using two different engineering transits A and B under identical conditions with the following results below: Transit A (m) 1,001.667 1,001.674 1,001.678 1,001.682 1,001.670 1,001.679 Transit B (m) 1.001.675 1,001.675 1,001.677 1,001.677 1.001.678 1,001.679 1,001.681 1,001.682 a) Give the standard deviation (in mm) of the measurements by Transit B. b) Give the ratio of the relative weight of Transit B to the relative weight of Transit A. c) Give the most probable length (in meters) of the roadway.

SITUATION 01 A one-kilometer roadway was measured using two different engineering transits A and B under identical conditions with the following results below: Transit A (m) 1,001.667 1,001.674 1,001.678 1,001.682 1,001.670 1,001.679 Transit B (m) 1.001.675 1,001.675 1,001.677 1,001.677 1.001.678 1,001.679 1,001.681 1,001.682 a) Give the standard deviation (in mm) of the measurements by Transit B. b) Give the ratio of the relative weight of Transit B to the relative weight of Transit A. c) Give the most probable length (in meters) of the roadway.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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SITUATION 01 A one-kilometer roadway was measured using two different engineering transits A and B under identical conditions with the following results below: Transit A Transit B (m) (m) 1,001.667 1,001.675 1,001.674 1,001.675 1,001.678 1,001.677 1,001.682 1,001.677 1,001.670 1,001.678 1,001.679 1,001.679 1,001.681 1,001.682 a) Give the standard deviation (in mm) of the measurements by Transit B. b) Give the ratio of the relative weight of Transit B to the relative weight of Transit A. c) Give the most probable length (in meters) of the roadway.
Transcribed Image Text:SITUATION 01 A one-kilometer roadway was measured using two different engineering transits A and B under identical conditions with the following results below: Transit A Transit B (m) (m) 1,001.667 1,001.675 1,001.674 1,001.675 1,001.678 1,001.677 1,001.682 1,001.677 1,001.670 1,001.678 1,001.679 1,001.679 1,001.681 1,001.682 a) Give the standard deviation (in mm) of the measurements by Transit B. b) Give the ratio of the relative weight of Transit B to the relative weight of Transit A. c) Give the most probable length (in meters) of the roadway.
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