4. Given the network plan that follows, computethe early, late, and slack times. What is theproject duration? Using any approach youwish (e.g., trial and error), develop a loadingchart for resource, electrical engineers (EE),and resource, mechanical engineers (ME).Assume only one of each resource exists.Given your resource schedule, compute theearly, late, and slack times for your project.Which activities are now critical? What is theproject duration now? Could something likethis happen in real projects?Start0 1EE2002EE1043ME3I4EE2 3 4 5 6Fill in the times below for a resource activity schedule.ID/RES ES LS EF LF SL1-EE2-EE3-ME4-EE5-ME6-ME7-EE11Develop a loading schedule for each resource below. (Figure 8.3)EEME5ME66ME27 8 97EE41011 12LegendES ID EFSLSLLS DURALFEndResourceSchedule

Early Start (ES) = Max EF value from immediate Predecessor(s)Early Finish (EF)= ES + DurationLate…

Answered: 4. Given the network plan that follows,…

Practical Management Science

6th Edition

ISBN:9781337406659

Author:WINSTON, Wayne L.

Publisher:WINSTON, Wayne L.

Chapter2: Introduction To Spreadsheet Modeling

Section: Chapter Questions

Problem 20P: Julie James is opening a lemonade stand. She believes the fixed cost per week of running the stand...

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In reference to the attached image: Activity times with the greatest uncertainty are activities D, E, and H. Describe conceptually how you could model this uncertainty in activity times. (You do not have the necessary data to actually do this numerically.)
For the activity on arrow network information given below (activity durations are givenin the table under part b): a. Compute the earliest event occurrence time (TEj), the latest allowable eventoccurrence time (TLj), and the event slack (ESj) for all nodes/events. b. Compute the four schedule dates (ESDij, EFDij, LSDij, LFDij) and the floats(TFij, FFij) for all activities.
Activity time estimates for a production line design & implementation project at the CBA factory are as follows: Activity Time (in days) Immediate predecessors A 60 --- B 72 --- C 50 A D 60 B, C E 45 B, C F 77 D G 40 E, F Find early start, early finish, late start, and late finish times for every activity.
Please note that my roll number last digit is: (9). So please answer based on that
Describe the Evaluation and Review Technique (PERT) for network planning and scheduling?
Please review this Gantt chart it should consist a minimum of 10 tasks Create a partial project schedule using a Gantt Chart (with a minimum of 10 tasks). Can you do it in excel format please Part 1 To prepare a Gantt chart for the FAO-funded Aquaponics Project in Barbados, we need to break down the project into individual tasks and then arrange them in a logical order based on their dependencies. Here is a table format Gantt chart for the project: Task Start Date End Date Duration Dependencies Project planning and initiation 01/01/2021 01/15/2021 15 days - Site selection and preparation 01/16/2021 02/15/2021 30 days Project planning and initiation Design and construction of facility 02/16/2021 04/15/2021 60 days Site selection and preparation Procurement of equipment and tools 04/16/2021 05/15/2021 30 days Design and construction of facility Training program development 05/16/2021 06/15/2021 30 days Procurement of equipment and tools Training program…
Which one is NOT a basic output of a PM network analysis? Select one: a. Identification of the critical path(s) b. Immediate predecessors c. Determination of the earliest and latest start times d. Estimated project duration
As it relates to Project Scope Management. What are the highlights of each of the following? – Collect Scope Requirements – Define Scope – Create Work Breakdown Structure (WBS) – Validate Scope – Control Scope
You have prepared the following schedule for a project in which the key resources is a tractor. There are three tractors available to the project. Activities A and D require one tractor to complete while activities B, C, E and F require 2 tractors.Develop a resource-constrained schedule in the loading chart that follows. Use the parallel method and heuristics given. Be sure to update each period as the computer would do. Record the early start (ES), late finish (LF) and slack (SL) for the new schedule
Based on the Figure 6.6 What are the benefits and decisions Project managers can take?
Draw a network representation of the project (nodes = activities, arrows = precedence constraints). Provide early start/early finish as well as late start/late finish times for all activities. What is the duration of the project, and which tasks are on the critical path? Task Description Duration Predecessors A Project Planning 16 days - B Evaluation Existing Apps 20 days - C Define Value Proposition 12 days B D Define User Interface 18 days B E Define Technology Requirements 22 days C and D F Document Requirements 14 days E G Develop Architecture 35 days A and F H Creation Code Design 18 days G I Roadmap Feature Development 12 days G J User Interface Development 74 days H and I K Code Development 92 days H and I L Release Testing 32 days J and K M Get User Feedback 22 days L N Bug Fixing 28 days L O Marketing Plan 54 days E P Release Product 5 days M, N and O
A large Southeast city is requesting federal funding for a park-and-ride project. One of the requirements in the request application is a network plan for the design phase of the project. Sophie Kim, the chief engineer, wants you to develop a project network plan to meet this requirement. She has gathered the activity time estimates and their dependencies shown here. Description Survey Soils report C Traffic design D Lot layout E Approve design Illumination G Drainage H Landscape I Signage J Bid proposal ID A B The project is expected to take The critical path is: Early start for Activity E is: Late finish for Activity F is: Slack for Activity C is: Predecessor None A A A B, C, D E E E E F, G, H, I Time (days) 13 22 21 a 9 74 20 20 22 17 15 12 days. day(s).

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