Managing Projects

Table of Contents: 1.CASE 1 1.1Net meet drawp. 1.2 measure of activities and Total floatp. 1.3 spue duration and Critical railp. 1.4EFT of project (as per calendar)p. 1.5Effect of Delaysp. 1.6Purpose of Network platsp. 2.CASE 2 2.1 incomingp. 2.2Feasibility constitute (Research and summary 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 authoritative 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 plat 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 quantify EST exercise EFT action and OR description of process in style(p) Start Time Total Float Latest 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 hang (EST and EFT) and the backward pass (LST and LFT) methods. introductory track: EST of activities= MAX (EFT of the front drill) EFT= EST of the activity+ while of the activity (days) Example: Activity DActivity J EST (D) =EFT (B)EST (J) =EFT (G) EST= 6EST= 22 EFT=EST+ distanceEFT=EST+ Duration =6+6 =22+4 =12 =26 Backward Pass: This procedure starts at the conk activi ty 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, battle array it on our website: OrderCustomPaper.com

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