1. The followings are data on flexural strength (MPa) for concrete beams of a certain type. 5.9 6.3 6.3 6.5 6.8 6.8 7.0 7.0 7.2 7.3 7.4 7.6 7.7 7.7 7.8 7.8 7.9 8.1 8.2 8.7 9.0 9.7 9.7 10.7 11.3 11.6 11.8 n n (a) Compute Σx; and Σα. i=1 i=1 (b) State a suitable point estimator for the mean value of flexural strength for all such concrete beams and find a corresponding point estimate using the data given. (c) State a suitable point estimator for the flexural strength value that separates the weak- est 50% of all such concrete beams from the strongest 50% and find a corresponding point estimate using the data given.
1. The followings are data on flexural strength (MPa) for concrete beams of a certain type. 5.9 6.3 6.3 6.5 6.8 6.8 7.0 7.0 7.2 7.3 7.4 7.6 7.7 7.7 7.8 7.8 7.9 8.1 8.2 8.7 9.0 9.7 9.7 10.7 11.3 11.6 11.8 n n (a) Compute Σx; and Σα. i=1 i=1 (b) State a suitable point estimator for the mean value of flexural strength for all such concrete beams and find a corresponding point estimate using the data given. (c) State a suitable point estimator for the flexural strength value that separates the weak- est 50% of all such concrete beams from the strongest 50% and find a corresponding point estimate using the data given.
MATLAB: An Introduction with Applications
6th Edition
ISBN:9781119256830
Author:Amos Gilat
Publisher:Amos Gilat
Chapter1: Starting With Matlab
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