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In an experiment to compare the tensile strengths of different type of\({\bf{I = 5}}\) copper wire, \({\bf{J = 4}}\) samples of each type were used. The between-samples and within- sample estimates of \({{\bf{\sigma }}^{\bf{2}}}\) were computed as \({\bf{MS}}{{\bf{T}}_{\bf{r}}}{\bf{ = 2673}}{\bf{.3}}\) and respectively. Use the F test at level. to test \({{\bf{H}}_{\bf{0}}}\,{\bf{:}}\,\,{{\bf{\mu }}_{\bf{1}}}{\bf{ = }}{{\bf{\mu }}_{\bf{2}}}{\bf{ = }}{{\bf{\mu }}_{\bf{3}}}{\bf{ = }}{{\bf{\mu }}_{\bf{4}}}{\bf{ = }}{{\bf{\mu }}_{\bf{5}}}\)versus \({{\bf{H}}_{\bf{a}}}{\bf{:}}\)at least two \({{\bf{\mu }}_{\bf{i}}}{\bf{'s}}\) are unequal.

Short Answer

Expert verified

Do not reject null hypothesis and

Step by step solution

01

Definition of hypotheses

Hypotheses are typically written in the form of if/then statements, such as if someone consumes a lot of sugar, they will develop cavities in their teeth.

The hypotheses of interest are

\({H_0}\,:\,{\mu _i} = {\mu _j},i \ne j\,\)

versus alternative hypothesis

\({H_0}\,:\,\) at least two of the are different.

F is ratio of the two mean squares

\(F = \frac{{MS{T_r}}}{{MSE}}.\)

The two values are given in the exercise

\(\begin{aligned}{l}MS{T_r} = 2673;\\MSE = 1094.2.\end{aligned}\)

02

Value of statistic

Thus, the values of the statistic F is

\(\begin{aligned}{c}f = \frac{{MS{T_r}}}{{MSE}}\\ = \frac{{267.3}}{{1094.2}}\\ = 2.44.\end{aligned}\)

The degrees of freedom are \(l - 1 = 5 - 1 = 4\) and \(I\left( {J - 1} \right) = 5 \times 3 = 15.\)

Using degrees of freedom for \(\alpha = 0.05\) , the P value is

\(P = P\left( {F > 2.44} \right) = 0.09\)

This value was computed using software. You can estimate it using the table in the appendix of the book using software is recommended

03

Decision

Since \(P = 0.09 > 0.05,\) do not reject null hypothesis

At significance level \({\rm{0}}{\rm{.5}}{\rm{.}}\) From the given value it can be concluded that there is no statistical difference in the mean of tensile strengths of the given types.

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Most popular questions from this chapter

A study of the properties of mental plate 鈥揷onnected trusses used for roof support (鈥淢odeling joints made with Light-Gauge metal connector plates,鈥 Forest products J., 1979:39-44) yielded the following observations on axial-stiffness index(kips/in.) for plate lengths \(4,6,8.10,12\)in:

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\(\begin{aligned}{l}1:\,\,\,20.5\,\,\,\,\,\\\,\,\,\,\,\,25.2\\2:26.3\\\,\,\,\,\,\,34.0\\3:29.5\\\,\,\,\,\,\,\,26.2\\4:36.5\\\,\,\,\,\,\,33.1\end{aligned}\)\(\begin{aligned}{l}28.1\\25.3\\24.0\\17.1\\34.0\\29.9\\44.2\\34.1\end{aligned}\) \(\begin{aligned}{l}27.8\\27.1\\26.2\\26.8\\27.5\\29.5\\34.1\\32.9\end{aligned}\) \(\begin{aligned}{l}27.0\\20.5\\20.2\\23.7\\29.4\\30.0\\30.3\\36.3\end{aligned}\) \(\begin{aligned}{l}28.0\\31.3\\23.7\\24.9\\27.9\\35.6\\31.4\\25.5\end{aligned}\)

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2.Green

3.Blue

\({\bf{26}}.{\bf{8}}\)

\({\bf{26}}.{\bf{4}}\)

\({\bf{25}}.{\bf{7}}\)

\({\bf{27}}.{\bf{9}}\)

\({\bf{24}}.{\bf{2}}\)

\({\bf{27}}.{\bf{2}}\)

\({\bf{23}}.{\bf{7}}\)

\({\bf{28}}.{\bf{0}}\)

\({\bf{29}}.{\bf{9}}\)

\({\bf{25}}.{\bf{0}}\)

\({\bf{26}}.{\bf{9}}\)

\({\bf{28}}.{\bf{5}}\)

\({\bf{26}}.{\bf{3}}\)

\({\bf{29}}.{\bf{1}}\)

\({\bf{29}}.{\bf{4}}\)

\({\bf{24}}.{\bf{8}}\)

\({\bf{28}}.{\bf{3}}\)

\({\bf{25}}.{\bf{7}}\)

\({\bf{24}}.{\bf{5}}\)

\({J_i}\)

\({\bf{8}}\)

\({\bf{5}}\)

\({\bf{6}}\)

\({x_i}\)

\({\bf{204}}.{\bf{7}}\)

\({\bf{134}}.{\bf{6}}\)

\({\bf{169}}.{\bf{0}}\)

\({\overline x _i}\)

\({\bf{25}}.{\bf{59}}\)

\({\bf{26}}.{\bf{92}}\)

\({\bf{28}}.{\bf{17}}\)

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