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146                    Fundamentals of Probability and Statistics for Engineers

                                    x 2







                                      y

                                                x 1 +x 2 =y
                                R 2
                                                                  x 1
                                             y



                                                2



                              Figure 5.20 Region R : x 1 ‡  x 2    y
             Considerable importance is attached to the results expressed by Equations
           (5.54) and (5.55) because sums of random variables occur frequently in prac-
           tical situations. By way of recognizing this fact, Equation (5.55) is repeated now
           as Theorem 5.3.



             Theorem 5.3. Let Y ˆ  X 1 ‡  X 2 , and let X 1  and X 2  be independent and con-
           tinuous random  variables. Then  the pdf of Y  is the convolution  of the pdfs
           associated with X 1  and X 2 ; that is,
                     Z  1                     Z  1
              f …y†ˆ     f  X 1 …y 
 x 2 †f  X 2 …x 2 †dx 2 ˆ  f  X 2 …y 
 x 1 †f  X 1 …x 1 †dx 1 :  …5:56†
               Y
                      
1                       
1
             Repeated applications of this formula determine f (y) when Y  is a sum of
                                                        Y
           any number of independent random variables.




             Example 5.16. Problem: determine f (y) of Y ˆ  X 1 ‡  X 2  when X 1  and X 2  are
                                           Y
           independent and identically distributed according to

                                        ae 
ax 1 ;  for x 1   0;
                             f  …x 1 †ˆ                                  …5:57†
                              X 1       0;  elsewhere;
           and similarly for X 2 .
             Answer: Equation (5.56) in this case leads to
                                    Z  y
                           f …y†ˆ a 2  e 
a…y
x 2 † 
ax 2 dx 2 ;  y   0;  …5:58†
                                              e
                            Y
                                     0






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