The deflection temperature under load for two different types of plastic pipe is

Question

The deflection temperature under load for two different types of plastic pipe is being investigated. Two random sample of 15 pipes specimens are tested and the observed deflection temperature (in F) are given in the table.

Do the data support the claim that the mean deflection temperature under load for type 1 pipe exceeds that of type 2. You can assume that the two population variance are equal and use 5% level of significance.Please show how answers were found

Type1 Type2 206 182 188 197 202 208 187 201 195 180 193 177 209 185 184 200 189 197 218 192 192 198 212 188 198 189 176 203 204 192

Explanation / Answer

Formulating the null and alternative hypotheses,              
              
Ho:   u1 - u2   <=   0  
Ha:   u1 - u2   >   0  
At level of significance =    0.05          
As we can see, this is a    right   tailed test.      
Calculating the means of each group,              
              
X1 =    196.8666667          
X2 =    192.6          
              
Calculating the standard deviations of each group,              
              
s1 =    11.54411827          
s2 =    9.045914626          
              
Thus, the pooled standard deviation is given by              
              
S = sqrt[((n1 - 1)s1^2 + (n2 - 1)(s2^2))/(n1 + n2 - 2)]               
              
As n1 =    15   , n2 =    15  
              
Then              
              
S =    10.37051682          
              
Thus, the standard error of the difference is              
              
Sd = S sqrt (1/n1 + 1/n2) =    3.786777329          
              
As ud = the hypothesized difference between means =    0   , then      
              
t = [X1 - X2 - ud]/Sd =    1.126727636          
              
Getting the critical value using table/technology,              
df = n1 + n2 - 2 =    28          
tcrit =    +   1.701130934      
              
As t < 1.7011, we FAIL TO REJECT THE NULL HYPOTHESIS.

Thus, there is no significant evidence at 0.05 level that the mean deflection temperature under load for type 1 pipe exceeds that of type 2. [CONCLUSION]

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Hi! If you use another method/formula in calculating the degrees of freedom in this two tailed test, please resubmit this question together with the formula/method you use in determining the degrees of freedom. That way we can continue helping you! Thanks!

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