A study of the properties of metal plate-connected trusses used for roof support yielded the following observations on axial stiffness index (kips/in.) for plate lengths 4, 6, 8, 10, and 12 in:
4: 302.2 409.5 311.0 326.5 316.8 349.8 309.7
6: 412.1 347.2 361.0 404.5 331.0 348.9 381.7
8: 386.4 366.2 351.0 357.1 409.9 367.3 382.0
10: 364.7 452.9 461.4 433.1 410.6 384.2 362.6
12: 416.4 441.8 419.9 410.7 473.4 441.2 465.8
1. Does variation in plate length have any effect on true average axial stiffness? State the relevant hypotheses using analysis of variance. Select an answer.
A)H0: μ1 ≠ μ2 ≠ μ3 ≠ μ4 ≠ μ5 Ha: all five μi's are equal
B)H0: μ1 ≠ μ2 ≠ μ3 ≠ μ4 ≠ μ5 Ha: at least two μi's are equal
C)H0: μ1 = μ2 = μ3 = μ4 = μ5 Ha: all five μi's are unequal
D)H0: μ1 = μ2 = μ3 = μ4 = μ5 Ha: at least two μi's are unequal
2.Test the relevant hypotheses using analysis of variance with α = 0.01. Display your results in an ANOVA table. (Round your answers to two decimal places.)
Source | Degrees of freedom | Sum of Squares | Mean Squares | f |
Treatments: _________ | ___________ | ___________ | ________ |
Error: _________ | ___________ | __________ | _______ |
Total: __________ | ____________ | ___________ | _______ |
3. Give the test statistic. (Round your answer to two decimal places.)
f = ?
4. What can be said about the P-value for the test? Select an answer
A)P-value > 0.100
B)0.050 < P-value < 0.100
C)0.010 < P-value < 0.050
D)0.001 < P-value < 0.010
E)P-value < 0.001
5.State the conclusion in the problem context. Select an answer
A)Fail to reject H0. There are differences in the true average axial stiffness for the different plate lengths.
B)Fail to reject H0. There are no differences in the true average axial stiffness for the different plate lengths.
C)Reject H0. There are differences in the true average axial stiffness for the different plate lengths.
D)Reject H0. There are no differences in the true average axial stiffness for the different plate lengths.
1)
D)H0: μ1 = μ2 = μ3 = μ4 = μ5 Ha: at least two μi's are unequal
2)
| Source of Variation | df | SS | MS | F |
| Between Groups | 4 | 46348.01 | 11587.00 | 11.56 |
| Within Groups | 30 | 30071.00 | 1002.37 | |
| Total | 34 | 76419.01 |
3) test statistic f =11.56
4) E)P-value < 0.001
5)
C)Reject H0. There are differences in the true average axial stiffness for the different plate lengths.
A study of the properties of metal plate-connected trusses used for roof support yielded the following...
A study of the properties of metal plate-connected trusses used for roof support yielded the following observations on axlal stiffness Index (kips/in.) for plate lengths 4, 6, 8, 10, and 12 in: 4: 313.2 409.5 3110 326.5 316.8 349.8 309.7 6: 401.1 347.2 361.0 404.5 331,0 348.9 381.7 8: 387.4 366.2 351.0 357.1 409.9 367.3 382.0 10: 344.7 452.9 461.4 433.1 410.6 384.2 362.6 12: 417.4 441,8 419.9 410,7 473.4 441.2 465.8 Does variation in plate length have any effect...
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An experiment was carried out to compare electrical resistivity for six different low-permeability concrete bridge deck mixtures. There were 26 measurements on concrete cylinders for each mixture; these were obtained 28 days after casting. The entries in the accompanying ANOVA table are based on information in an article. Fill in the remaining entries. (Round your answer for f to two decimal places.) Source df Sum of Squares Mean Square f Mixture Error 13.989 Total 5664.495 Test appropriate hypotheses at level...
1.An experiment was carried out to compare electrical resistivity for six different low-permeability concrete bridge deck mixtures. There were 26 measurements on concrete cylinders for each mixture; these were obtained 28 days after casting. The entries in the accompanying ANOVA table are based on information in an article. Fill in the remaining entries. (Round your answer for f to two decimal places.) Source df sum of squares mean square f Mixture : _____ _____________ __________ ____ Error : ______ _____________...
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The following data was reported
on total Fe for four types of iron formation (1 = carbonate, 2 =
silicate, 3 = magnetite, 4 = hematite).
1:
20.8
28.1
27.8
27.0
28.2
25.2
25.3
27.1
20.5
31.2
2:
26.9
24.0
26.2
20.2
23.5
34.0
17.1
26.8
23.7
24.6
3:
30.4
34.0
27.5
29.4
28.1
26.2
29.9
29.5
30.0
36.4
4:
36.4
44.2
34.1
30.3
31.8
33.1
34.1
32.9
36.3
25.8
Carry out an analysis of variance F test at
significance...