Question 3: No-fines concrete, made from a uniformly graded coarse aggregate and a cement-water paste, is beneficial in areas prone to excessive rainfall because of its excellent drainage properties. Consider the following representative data, where x = unit weight (pcf) in concrete specimens, and y = porosity (%): (a) (b) (c) (d) 102.1 | 102.7 | 103.0 | 105.6 | 108.2 108.7 27.7 27.9 25.3 22.8 20.2 21.6 x || 99.1 y 28.8 Obtain the equation of the estimated regression line. Interpret the slope of the least squares line. Calculate and interpret a point estimate of o. What proportion of observed variation in porosity can be attributed to the approximate linear relationship between unit weight and porosity?
Question 3: No-fines concrete, made from a uniformly graded coarse aggregate and a cement-water paste, is beneficial in areas prone to excessive rainfall because of its excellent drainage properties. Consider the following representative data, where x = unit weight (pcf) in concrete specimens, and y = porosity (%): (a) (b) (c) (d) 102.1 | 102.7 | 103.0 | 105.6 | 108.2 108.7 27.7 27.9 25.3 22.8 20.2 21.6 x || 99.1 y 28.8 Obtain the equation of the estimated regression line. Interpret the slope of the least squares line. Calculate and interpret a point estimate of o. What proportion of observed variation in porosity can be attributed to the approximate linear relationship between unit weight and porosity?
MATLAB: An Introduction with Applications
6th Edition
ISBN:9781119256830
Author:Amos Gilat
Publisher:Amos Gilat
Chapter1: Starting With Matlab
Section: Chapter Questions
Problem 1P
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