(A)
(1) Null and Alternative Hypotheses
The following null and alternative hypotheses need to be tested:
Ho: μ1 = μ2 = μ3 = μ4 or no difference in the rodding level.
Ha: Not all means are equal or the rodding level of atleast two groups differ.
The above hypotheses will be tested using an F-ratio for a One-Way ANOVA.
(2) Rejection Region
Based on the information provided, the significance level is \alpha = 0.05α=0.05, and the degrees of freedom are df_1 = 3df1=3 and df_2 = 3df2=3, therefore, the rejection region for this F-test is R={F:F>Fc=4.066}.
(3) Test Statistics
The following table is obtained:
Group 1 | Group 2 | Group 3 | Group 4 | |
1530 | 1610 | 1560 | 1500 | |
1530 | 1650 | 1730 | 1490 | |
1440 | 1500 | 1530 | 1510 | |
Sum = | 4500 | 4760 | 4820 | 4500 |
Average = | 1500 | 1586.667 | 1606.667 | 1500 |
\sum_i X_{ij}^2 =∑iXij2= | 6755400 | 7564600 | 7767400 | 6750200 |
St. Dev. = | 51.962 | 77.675 | 107.858 | 10 |
SS = | 5400 | 12066.666666667 | 23266.666666667 | 200 |
n = | 3 | 3 | 3 | 3 |
The total sample size is N = 12N=12. Therefore, the total degrees of freedom are:
dftotal=12−1=11
Also, the between-groups degrees of freedom are dfbetween=4−1=3, and the within-groups degrees of freedom are:
dfwithin=dftotal−dfbetween=11−3=8
First, we need to compute the total sum of values and the grand mean. The following is obtained
∑Xij=4500+4760+4820+4500=18580
Also, the sum of squared values is
∑Xij2=6755400+7564600+7767400+6750200=28837600
Based on the above calculations, the total sum of squares is computed as follows
The within sum of squares is computed as shown in the calculation below:
F(critical)=4.066
(4) Decision about the null hypothesis
Since it is observed that F=1.865≤Fc=4.066, it is then concluded that the null hypothesis is not rejected.
Using the P-value approach: The p-value is p=0.2138, and since p=0.2138≥0.05, it is concluded that the null hypothesis is not rejected.
(5) Conclusion
It is concluded that the null hypothesis Ho is not rejected. Therefore, there is not enough evidence to claim that not all 4 population means are equal, at the α=0.05 significance level or or no difference in the rodding level
(B) P-value=0.2138
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An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213-216) describes several experiments investigating...
13.2.7 An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213-216) describes several experiments investigating the rodding of concrete to remove trapped air. A 3-inch x 6-inch cylinder was used, and the number of times this rod was used is the design variable. The resulting compressive strength of the concrete specimen is the response. The data are shown in the following table. Rodding Level Compressive Strength (psi) Observations 10 1530 1530 1440 15 1610 1650 1500 20 1560...
An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213-216) describes several experiments investigating the rodding of concrete to remove trapped air. A 3-inch × 6-inch cylinder was used, and the number of times this rod was used is the design variable. The resulting compressive strength of the concrete specimen is the response. The data are shown in the following table. 13.2.7 An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213-216) describes several experiments investigating...
13.2.7 An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213-216) describes several experiments investigating the rodding of concrete to remove trapped air. A 3-inch x 6-inch cylinder was used, and the number of times this rod was used is the design variable. The resulting compressive strength of the concrete specimen is the response. The data are shown in the following table. Rodding Level Compressive Strength (psi) Observations 10 1530 1530 1440 15 1610 1650 1500 20 1560...
An article in the ACI Materials Journal (Vol. 84, 1987, pp. 213-216) describes several experiments investigating the rodding of concrete to remove trapped air. A 3-inch x 6-inch cylinder was used, and the number of times this rod was used is the design variable. The resulting compressive strength of the concrete specimen is the response. The data are shown in the following table. Compressive Strength (psi) Rodding Level Observations 10 1530 1530 1440 15 1610 1650 1500 20 1560 1730...