5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration. Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS) relationship with zero lag/lead time unless otherwise shown. A Am 3 SS, lag = 4 FF₁ lag = 8 B6 83 C D 9 E 7 SF, lag = -5 lag = 2 SS. lag = 9 F 11 G H H I 8 SS, lag =10 FF. lag = 4 3 K 6 LS lag = 1 ES LS ID. Dur. EF LF TFFF M 5 Link Lag

5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration. Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS) relationship with zero lag/lead time unless otherwise shown. A Am 3 SS, lag = 4 FF₁ lag = 8 B6 83 C D 9 E 7 SF, lag = -5 lag = 2 SS. lag = 9 F 11 G H H I 8 SS, lag =10 FF. lag = 4 3 K 6 LS lag = 1 ES LS ID. Dur. EF LF TFFF M 5 Link Lag

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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3.1 Draw an Activity-On-Arrow (AOA) network diagram representing the project. Put the nodenumbers in circles and draw arrows from node to node, labelling each arrow with theactivity letter and estimated duration. 3.2 Identify all the paths on the network diagram and note how long they are. 3.3 What is the critical path for this project and how long is it? 3.4 What is the shortest possible time needed to complete the project?
GreenzTech Inc. is planning on installing a new computerised accounting system. For thisproject, they have established the following activities, precedence relationships, and timeestimates in weeks:a. Draw the network diagramb. Calculate the expected time for each activity.c. Calculate the variance of each activityd. Based on the calculation of estimated times, what is the critical path?e. What is the estimated time of the critical path?f. What is the activity variance along the critical path?g. What is the probability of completion of the project within 50 weeks or less?
The conditions and pert times for constructing a network diagram are given below.-Creation conditions:(0-1) It is the initial activity.(1-2) and (1-3) Activities begin together.It follows activity (2-4) (1-2), activity (3-4) (1-3), and ends together.( 4-5 ) It is the last activity. a-Create the network diagram.b-Calculate the critical path and show it on the diagram.c- If the expiry time is extended by 15 days, how much will the probability of expiry increase?
Dave Fletcher was able to determine the activity times for constructing his laser scanning machine. Fletcher would like to determine ES, EF, LS, LF, and slack for each activity. The total project completion time and the critical path should also be determined. Here are the activity times: Activity Time (weeks) Immediate Predecessor(s) Activity Time (weeks) Immediate Predecessor(s) A 7 − E 4 B B 6 − F 5 B C 4 A G 10 C, E D 2 A H 8 D , F Part 2 Dave's earliest start (ES) and earliest finish (EF) are: Part 3 Part 4 Part 5 Part 6 Part 7 Part 8 Part 9 Part 10 Dave's latest start (LS) and latest finish (LF) are:…
Dave Fletcher was able to determine the activity times for constructing his laser scanning machine. Fletcher would like to determine ES, EF, LS, LF, and slack for each activity. The total project completion time and the critical path should also be determined. Here are the activity times: Activity Time (weeks) Immediate Predecessor(s) Activity Time (weeks) Immediate Predecessor(s) A 7 − E 5 B B 8 − F 6 B C 4 A G 11 C, E D 3 A H 7 D , F Part 2 Dave's earliest start (ES) and earliest finish (EF) are: Part 3 Part 4 Part 5 Part 6 Part 7 Part 8 Part 9 Part 10 Dave's latest start (LS) and latest finish (LF) are:…
DO IT MANUALLY, NO EXCEL (PERT-CPM) A small project consisting of eight activities has the following characteristics Draw the PERT network for the project. Prepare the activity schedule for the project showing (Project duration, ES, EF, LS, LF, FLOAT/SLACK). Determine the critical path.
Please complete the ES, EF, LS, LF, and slack for the project below. Activity Description Duration (weeks) Immediate predecessors ES EF LS LF Slack A Contract negotiation with selected vendors 3 - B Decide on the best data extraction platform and begin software coding 5 C C Contract negotiation with package and label manufacturers 2 - D Screen and hire transportation personnel 3 - E Market logistic arrangements 1 A F Organize advertising brochures and campaign print ads 4 D G Logistical arrangements for sales representatives 1 E H Target market final arrangements 3 C, D I Finish the final production process 5 F, H J Hire additional sales staff, and make sales demonstration arrangements 4 E, B, H K Distribute media advertising packages and arrange for commercial distribution 5 G L Arrange sales tracking and monitoring 2 F
Show the project schedule by drawing Gant Chart in Microsoft excle for the given data:- Activity Name Preceding activity Activity Time (Hours) B - 18 A B 8 C A,B 2 D A,C 6 E D 5 F C 9 G D,C 4 H F,G 11
I'm having trouble creating a project network diagram. I don't understand calculating the time and total slack for each activity using forward pass and backward pass. Please explain how to draw and calculate a project network diagram.
The fo llowing is a table of activities associated with a project at Rafay lshfaq's software firm in Chicago, their durations, and what activities each must precede: a) Draw an AOA diagram of the project, including activity durations.b) Define the critical path, listing all critical activities in chronological order.c) What is the project completion time (in weeks)?d) What is the slack (in weeks) associated with any and all noncritical paths through the project?
Use the Program Evaluation and Review Technique to represent the project in an activity network. In conjunction with the Critical Path Method, use the activity network to find the shortest time possible to complete the project, to identify the critical jobs in the project, and to determine the earliest and latest that each activity can start and finish without making the project completion longer.a=1, b=1, c=6, d=5, e=2, f=5; andab=1x1=1, bc=1x6=6, cd=6x5=30, de=5x2=10, ef=2x5=10, af=1x5=5.
A plumber has decided to use the techniques of project management in order to plan a job. He knew all the different activities of the job, their precedence and their average durations. They are shown on the table below. Activity Duration (days) Preceding activities A 3 None B 3 None C 4 A D 8 A E 2 B and C Required: 1. Draw a network diagram representing the sequence of activities and the dependence between them. 2. Determine how long it will take to complete the job by conducting the forward pass 3. By conducting the backward pass, identify the critical path and the non-critical path(s). Note: The work for this task should be produced using Word drawing facilities. The forward and backward passes should be clearly shown on the diagram. The calculations should be shown next to the network diagram.