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A major criticism of the classic PERT model is that it relies only on the longest expected paths in the precedence network. One possible solution
A major criticism of the classic PERT model is that it relies only on the longest expected paths in the precedence network. One possible solution that has been suggested is to use both the longest path and the secondlongest path to calculate the expected project duration. If this approach was used in this problem, what is the probability that the project will be completed within weeks?
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