Construct a network using the information in the table and identify the critical path.Compute early and late start and finish times.ActivityABCDEFGHAKTaskABCDEFGHCTime4161911164410132129371418Answer: The network appears below; critical path is ACEGH. Early and late start and finishtimes are in the table below the network.EPredecessor14AABB, CD040-0E, FG10132129253744Early Start Early Finish Late Start100741413252937GHLate Finish413132529293744

For each activity, I have been given the task time, Immediate predecessors, The table data is shown…

Answered: Construct a network using the…

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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Build a PERT Network Diagram for a 3-month project with 6 activities (A to F) and 5 nodes
1. Draw network diagram neatly using this chart provided: Activity Predecessor Normal time Normal cost Crash time Crash cost Max Crash Time Slope A 5 $200 4 $350 B A 8 $220 8 $220 C B 6 $250 4 $650 D A 9 $500 5 $600 E A,C 10 $150 9 $500 F E 10 $500 9 $650 G D,F 8 $400 6 $900
Paragraph 1. Draw the Activity on Node network. 2. Perform the CPM calculations using the forward and backward pass. ABCDEFGH 3. List the activities that are on the critical path. 4. Complete the table with the following headings. Activity Duration ES Q Search 62853652 EF A A, B B D. E C, D F, G LS Styles hp LF TF D FF PA IF E
M7-3 Assignment Use Microsoft Project software to solve this assignment problem. Submit your project file and provide your answers on the attached answer sheet template. Consider the following network with tasks duration in days: TPPM Assignment 7 - Page 13 (Note: Tack is a dummy task. It must be included in the relationships, but its duration is set duration Task Pastimet Lily Optimatic FedCat A 1000 2 • GOO 12 7 2 2500 D 12 800 9 800 24 12 2400 G 11 4 800 H " 5 1200 2 5000 25 17 9 4200 K 3000 L 2500 M 12 30 3000 N 1. Set the Project start on Monday 11/1/20 Thursday 11/26/20, Friday 11/27/20, 12/25/20, and 1/1/21 are holidays 2. Determine critical path and its duration. When the project will end date? 3. There is a possiblity that the starting task K may be delayed by 3 days. Will this impact the project completion date? If yes, when will be the new finish date? (After checking this out, please restore the project to its original schedule). 4. Assign the following resources to the…
Activity A 34 B с D E F G H Duration 6 4 6 3 8 3 8 10 0 6 10 10 16 16 24 24 ES X x X Determine the expected overall completion time. X 0 6 X 16 10 13 19 24 24 LS X X X X X X 6 10 16 13 24 19 32 34 EF X X X X X 6 10 16 16 24 22 32 34 LF X X X x X 0 0 0 3 0 ol 3 0 0 Slack X X
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*(b.) (in Microsoft Project) create the network diagram and task schedule table and then provide (in Microsoft Word) the critical path for the project and give in a table the ES, EF, LS, and LF, free float and total slack for each activity (taking information from Microsoft Project).
11. Find a. The AOA network and the path with the longest expected duration. b. All event slacks. c. Critical path to event D. d. The probability of completing the path with the longest expected duration in 14 days. e. The effect if CD slips to 6 days; to 7 days; to 8 days. Activity ΤΕ AB AC AD DC CB DE CF BF IJ CE EF FG FH EH GH ᎬᎫ GI HJ a. Draw the AOA diagram. b. Find the critical path. c. Find the expected project completion time. 1 2 3 4 3 8 2 4 2 6 5 10 11 1 9 3 8 6
a) Prepare the Activity Node Diagram and identify the Critical Path b) Prepare Gantt ChartThanks
Table 3 gives time estimates in weeks for each activity (Durations are Time Expected obtained using PERT) Activity Preceded 1 Order review 2 Order vendor parts 3 Produce standard parts 4 Design custom parts Software development 5 6 Manufacture custom parts 7 Assemble 8 Test Duration 5 15 20 13 18 10 10 5 1 1 1 4 2,3,6 2,5 Resources Ryan Carly Ryan Lauren Connor Ryan Dawn Test Assuming that you have been engaged to programme the project activities indicated in Table 3 and Figure A8.1B (Air Control Project: Time Plan without Resources), USE CCPM (Critical Chain Project Management) to ESTIMATE the project duration by showing each and every stage of your programming process (indicate technical dependency with resources imposed).
1. The activities involved in the construction of a certain project are given in Table 1. One resource type will be used during the contract. Determine minimum level of the resource required to complete the project. a) Draw the precedence network and perform the CPM calculations. b) Prepare the Bar chart, Resource load table and and resource histogram (for both Early start time and Late start time) c) Allocate the required resources, then level them so that the contractor does not use more than six laborers at any time. Preceded Duration Laborers by Activity |(Days) A B 7 4 C A 3 3 D А,В 5 3 E C,D 2 2.

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Construct a network using the information in the table and identify the critical path. Compute early and late start and finish times. Activity A B C D E F G H Time 4 6 9 11 16 4 18 7 Predecessor A A B B, C D E, F G