1.2. ACTIVITIES TIMING AND TOTAL FLOAT To determine timing of activities in the network diagram the following calculations were done for each node: Earliest Start-(ES)‚ Earliest Finish-(EF)‚ Latest Start-(LS) and Latest Finish-(LF). Field and Keller (1998‚ p. 191) ES and EF are found by using the forward pass through the network … from the unique project start node and ends at the unique project completion node. ES is the ending day for the previous node/activity‚ where more than one
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In the world of project management‚ utilizing the three-point technique can prove to be an invaluable tool. In addition to the three-point technique applying the earliest-start (ES)‚ earliest-finish (EF)‚ latest-start (LS)‚ and latest-finish (LF) procedure to identify the critical path‚ the project completion time‚ and the slack for each task can prove to be set of invaluable data that will assist the project manager in accurately determining task duration estimates for the entire scope of work
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collecting and recording patient data‚ these weaknesses could impede the continuity and quality of care. Allow for all medical offices to send‚ receive‚ and share data & resources throughout the network Upgrade all hardware/software to ensure network operability Allow scalability for growth of and on the network Merge all five medical offices without slowing down current service at any location Provide physical security in addition to complying with the current HIPPA laws Allow for a redundant connection
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among the offices‚ all the computers should be able to view and update the data from any of the three offices. In other words‚ the data storage server within each LAN should be accessible to all computers‚ no matter where they are located. Draw a network diagram that will support this configuration. 3. A small start-up company has a Web-based customer sales system that is written by using PHP and JavaScript. The company is deciding whether to host the system on its own servers‚ contract with a hosting
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Dependencies and Network Diagram The network diagram is a schematic representation showing the sequence and relationship/ dependency of the tasks along with their duration. All the tasks‚ except the first and the last‚ are linked with at least one predecessor and successor to have a proper sequence of work. This logical dependency between the tasks will determine afterwards the duration of the project. There are four types of dependencies which define the relation between pair tasks Finish-to-start
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how to create a network diagram‚ and how to do a forward and backward pass to determine the ES‚ LS‚ EF‚ LF and slack (float). You will also learn how to determine the duration of the project‚ and the critical path. In this homework assignment‚ you will be working through four Activity In Box (AIB) problems. Using the activity‚ duration‚ and predecessor information given in this document‚ you should first construct a network for each "project." [Each problem will have its own network.] Once you
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Using the table below‚ draw the network diagram and answer the questions. When you have completed answering the questions‚ do a forward/backward pass. Activity Start C B P A U T R N End Predecessor Start Start Start C‚ B‚ P P A A U T‚ R‚ N Estimate in weeks 0 6 4 3 7 4 2 3 6 0 . How many paths are in the network‚ and what are they? 2. What is the critical path and its duration? 3. What is the float on activity U? 4. What is the impact to the project if activity B takes three weeks
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Network Diagrams and schedule analysis NETWORK DIAGRAMS ARE SCHEMATIC DISPLAYS OF PROJECT SCHEDULE ACTIVITIES AND THE INTERDEPENDENCIES BETWEEN THESE ACTIVITIES. WHEN DEVELOPED PROPERLY‚ THIS GRAPHICAL VIEW OF A PROJECT’S ACTIVITIES CONVEYS CRITICAL SCHEDULE CHARACTERISTICS REQUIRED TO EFFECTIVELY ANALYZE AND ADJUST SCHEDULES – THUS RESULTING IN ACCURATE AND FEASIBLE SCHEDULES. THIS DOCUMENT ADDRESSES WHAT SHOULD BE CONSIDERED IN THE DEVELOPMENT OF A NETWORK DIAGRAM‚ HOW NETWORK DIAGRAMS ARE
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textroad.com Causes of Delay in Construction Projects of Punjab-Pakistan: An Empirical Study Yahya Rahsid‚ Saif ul Haq and Muhammad Shakeel Aslam Assistant Professor‚ MS Scholar and Lecturer respectively at Department of Management Sciences‚ COMSATS Institute of Information Technology‚ and Lahore Pakistan Received: May 21 2013 Accepted: June 20 2013 ABSTRACT The objective of the present study was to explore the causes of delay in construction projects. Effects of various delaying factors
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Grant the Great Construction is a small construction company formed from the merger of Grant Thomas Construction &Right Build International. The company has successfully operated in the Durham North Carolina area for the past ten years working on both small and large scale construction‚ repair‚ and alteration projects. With the business boom that is occurring in Greensboro and the desire to improve overall profit margins‚ the company is planning to shift its target market from residential clients
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