Suppose in an industrial experiment that an engineer is interested in how the mean absorption of moisture in concrete varies among 4 different concrete aggregates. The samples are exposed to moisture for 48 hours. It is decided that 5 samples are to be observed for each aggregate, requiring a total of 20 samples to be tested. The data are recorded in Table 1. Table 1 Absorption of Moisture in Concrete Aggregates No. of observation Aggregate 1 2 3 4 5 A1 580 508 583 633 517 A2 615 511 573 648 677 АЗ 449 517 438 415 555 А4 631 522 613 656 679 Test the hypothesis that the mean absorption of moisture does not depend on various types of cement aggregates at the 0.05 level of significance.

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Suppose in an industrial experiment that an engineer is interested in how the mean absorption
of moisture in concrete varies among 4 different concrete aggregates. The samples are
exposed to moisture for 48 hours. It is decided that 5 samples are to be observed for each
aggregate, requiring a total of 20 samples to be tested. The data are recorded in Table 1.
Table 1 Absorption of Moisture in Concrete Aggregates
No. of observation
Aggregate
1
2
3
4
5
A1
580
508
583
633
517
A2
615
511
573
648
677
АЗ
449
517
438
415
555
А4
631
522
613
656
679
Test the hypothesis that the mean absorption of moisture does not depend on various types of
cement aggregates at the 0.05 level of significance.
Transcribed Image Text:Suppose in an industrial experiment that an engineer is interested in how the mean absorption of moisture in concrete varies among 4 different concrete aggregates. The samples are exposed to moisture for 48 hours. It is decided that 5 samples are to be observed for each aggregate, requiring a total of 20 samples to be tested. The data are recorded in Table 1. Table 1 Absorption of Moisture in Concrete Aggregates No. of observation Aggregate 1 2 3 4 5 A1 580 508 583 633 517 A2 615 511 573 648 677 АЗ 449 517 438 415 555 А4 631 522 613 656 679 Test the hypothesis that the mean absorption of moisture does not depend on various types of cement aggregates at the 0.05 level of significance.
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