Managing Projects

Table of Contents: 1.CASE 1 1.1Net model drawp. 1.2 measure of activities and Total floatp. 1.3 calculate duration and Critical railp. 1.4EFT of project (as per calendar)p. 1.5Effect of Delaysp. 1.6Purpose of Network plotsp. 2.CASE 2 2.1 incomingp. 2.2Feasibility map (Research and psychoanalysis included)p. 2.3Stages of the project life speech rhythm (Research and Analysis included)p. 2.3.1Initiation of a project 2.3.2Project planning or development 2.3.3Execution 2.3.4Monitoring and compulsive 2.3.5Closing 2.4Conclusionp. 3.Referencesp. 4.APPENDIX Ip. 5.APPENDIX IIp. 6.APPENDIX IIIp. 1.CASE 1: 1.1Network Diagram: According to Campbell (2007) a network diagram is the logical internal representation of activities that defines the sequence of work in a project performance on the node diagram: Earliest Start meter sequence ofEarliest Finish time EST exercise EFT action and OR description of process up-to-the-minute Start Time To tal FloatLatest Finish Time LST LFT 1.

2 quantify of activities and Total float: Determining the time of activities: The timing of activities is unyielding through the forward cave in (EST and EFT) and the backward pass (LST and LFT) methods. introductory track: EST of activities= MAX (EFT of the front legal action) EFT= EST of the activity+ duration of the activity (days) Example: Activity DActivity J EST (D) =EFT (B)EST (J) =EFT (G) EST= 6EST= 22 EFT=EST+ eraEFT=EST+ Duration =6+6 =22+4 =12 =26 Backward Pass: This procedure starts at the wear activity of the network diagram (! which is in this case Activity Q) and work its way towards the previous activities, which end at Activity A. The EFT=LFT because it is the last node in the diagram. In the backward pass were calculating the LST...If you pauperization to get a full essay, frame it on our website: OrderCustomPaper.com

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