An article presents measurements of compressive strength (in MPa) for concrete manufactured in three different plants. The results are presented in the following table:
Plant | Compressive Strength | ||||||||||||||
A | 46.42 | 41.00 | 48.45 | 46.58 | 44.71 | 47.98 | 49.20 | 58.14 | 48.60 | 48.22 | 49.94 | ||||
B | 36.00 | 38.06 | 42.66 | 48.25 | 49.05 | 47.98 | 40.81 | 46.11 | 49.29 | 40.47 | |||||
C | 57.28 | 61.58 | 58.72 | 62.58 | 46.38 | 46.98 | 49.17 |
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
Construct an ANOVA table.
From the given data, the following Table is calculated:
Plant A | Plant B | Plant C | Total | |
N | 11 | 10 | 7 | 28 |
529.24 | 438.68 | 382.69 | 1350.61 | |
Mean | 529.24/11=48.1127 | 438.68/10=43.868 | 382.69/7=54.67 | 1350.61/28=48.236 |
25636.0114 | 19459.3978 | 21213.3033 | 66308.7125 | |
Std. Dev | 4.1573 | 4.892 | 6.9719 | 6.5563 |
From the above Table, ANOVA Table is calculated as follows:
Source of Variation | Sum of Squares | Degrees of Freedom | Mean Sum of Squares | F | P - Value |
Between treatments | 480.7359 | 2 | 480.7359/2=240.3679 | 240.3979/27.1942=8.8389 | 0.0012 |
Within treatments | 679.8562 | 25 | 679.8562/25 - 27.1942 | ||
Total | 1160.5921 | 27 |
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