Page 167 - DCAP601_SIMULATION_AND_MODELING
P. 167

Unit 9: Simulation of a PERT Network (I)



            Using these values, CPM calculates the longest path of  planned activities  to the  end of the  Notes
            project, and the earliest and latest that each activity can start and finish without making the
            project longer. This process determines which activities are “critical” (i.e., on the longest path)
            and which have “total float”. A project can have several, parallel, near critical paths. An additional
            parallel path through the network with the total durations shorter than the critical path is called
            a sub-critical or non-critical path.




               Notes  It can be delayed without making the project longer). In project management, a
              critical path is the  sequence of project network activities which add up  to the longest
              overall duration. This determines the shortest time possible to complete the project. Any
              delay of an activity on the critical path directly impacts the planned project completion
              date (i.e. there is no float on the critical path.

            These results allow managers to prioritize activities for the effective management of project
            completion, and to shorten the planned critical path of a project by pruning critical path activities,
            by “fast tracking” (i.e., performing more activities in parallel), and/or by “crashing the critical
            path” (i.e., shortening the durations of critical path activities by adding resources).
            Originally, the critical path  method considered only logical dependencies between terminal
            elements. Since then, it has been expanded to allow for the inclusion of resources related to each
            activity, through processes called activity-based resource assignments and resource leveling. A
            resource-leveled schedule may include delays due to resource bottlenecks (i.e., unavailability of
            a  resource  at the required  time),  and  may cause  a  previously  shorter path  to become  the
            longest or most “resource critical” path. A related concept is called the critical chain, which
            attempts to protect activity  and project durations from unforeseen delays due to  resource
            constraints.

            Since project schedules change on a regular basis, CPM allows continuous monitoring of the
            schedule, allows the project manager to track the critical activities, and alerts the project manager
            to the possibility that non-critical activities may be delayed beyond their total float, thus creating
            a new critical path and delaying project completion. In addition, the method can easily incorporate
            the concepts of stochastic predictions, using the Program Evaluation and Review Technique
            (PERT) and event chain methodology.
            Currently, there are several software solutions available in industry that use the CPM method
            of scheduling, see list of  project management software. The method currently used by most
            project management software is based on a manual calculation approach developed by Fondahl
            of Stanford University.

            Flexibility

            A schedule generated using critical path techniques often is not realised precisely, as estimations
            are used to calculate times: if one mistake is made, the results of the analysis may change. This
            could cause an upset in the implementation of a project if the estimates are blindly believed, and
            if changes are not addressed promptly. However, the structure of critical path analysis is such
            that the variance from the original schedule caused by any change can be measured, and its
            impact  either  ameliorated  or  adjusted  for.  Indeed,  an  important  element  of  project
            postmortem  analysis  is  the  As Built  Critical  Path  (ABCP),  which  analyzes  the  specific
            causes and impacts of changes between the planned schedule and eventual schedule as actually
            implemented.






                                             LOVELY PROFESSIONAL UNIVERSITY                                  161
   162   163   164   165   166   167   168   169   170   171   172