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Unit 13: PERT, CPM and Time Estimation




          In Activity 1-3, the time estimates are 3,12 and 21. Using our PERT formula, we get:  Notes
                      
               
                  
              3 (4 12) 21  72
          t                   12
           e
                   6        6
              (21 3)  18
                 
          s             3
           1
                6     6
          The Standard Deviation (s.d.) for this activity is also calculated using  the PERT formula.
          We calculate the PERT event times and other details as below for each activity:

            Event   to    tm     tp    te    ES    EF    LS     LF    TF    s.d.   Var.
             1-3    3     12    21     12    0     12     0     12    0      3     9
             3-5    6     15    30     16    12    28    12     28    0      4    16
             1-2    2      5    14     6     0      6     5     11    5      2     4
             2-4    5     14    17     13    6     19    11     24    5      2     4
             3-4    2      5     8     5     12    17    19     24    7      1     1
             4-5    1      4     7     4     19    23    24     28    5      1     1


          Estimating Risk

          Having calculated the S.D. and the Variance, we are ready to do some risk analysis. Before that
          we should be aware of two of the most important assumptions made by PERT.
          1.   The Beta distribution is appropriate for calculation of activity durations.
          2.   Activities are independent, and the time required to complete one activity has no bearing
               on the  completion times of its successor activities in the network. The validity of this
               assumption  is questionable when we consider that  in practice,  many activities  have
               dependencies.


               !
             Caution PERT assumes that the expected length of a project (or a sequence of independent
             activities) is simply the sum of their separate expected lengths.
          Expected Length of a Project


          PERT assumes that the expected length of a project (or a sequence of independent activities) is
          simply the sum of their separate expected lengths.
          Thus the summation of all the t ’s along the critical path gives us the length of the project.
                                   e
          Similarly the variance of a sum of independent activity times  is equal to the  sum of  their
          individual variances.
          In our example, the sum of the variance of the activity times along the critical path, VT is found
          to be equal to (9+16) = 25.
          The square root VT gives us the standard deviation of the project length. Thus, ST=Ö 25=5. The
          higher the standard deviation, the greater the uncertainty that the project will be completed on
          the due date.






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