8:22 Take Quiz Exit ES C EF LS LF ES D EF LS LF ES E EF LS LF 8:21 Quiz CPM.docx Minimize File Preview Take Quiz Exit - ZOOM + MAN 4550 CPM Quiz Find the Early Start (ES), Early Finish (EF), Late Start (LS) and Late Finish (LF) times for all the activities in the project network shown below. E 6 B 4 F 5 A C 2 G 5 (Fill this information on the network provided. For example, I would fill in activity A as) 0 2 A ES EF ? LS

8:22 Take Quiz Exit ES C EF LS LF ES D EF LS LF ES E EF LS LF 8:21 Quiz CPM.docx Minimize File Preview Take Quiz Exit - ZOOM + MAN 4550 CPM Quiz Find the Early Start (ES), Early Finish (EF), Late Start (LS) and Late Finish (LF) times for all the activities in the project network shown below. E 6 B 4 F 5 A C 2 G 5 (Fill this information on the network provided. For example, I would fill in activity A as) 0 2 A ES EF ? LS

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...

See similar textbooks

Similar questions

Consider a project that has the following tasks (with the duration measured in days): Task ID Duration Dependency A 3 14 C,F a) Draw the PERT chart for the above table. Be sure to include sequencing and identification for all tasks and events along with their time estimates. b) What is the critical path. c) What is the total expected duration time represented by the critical path. e
In the following table the activities with their precedence sequence and expected time (weeks) are listed for Lillian Fok's construction project and on the right the precedence network is shown: Activity Nodes Time (weeks) J 1-2 12 K 1-3 8 2-4 6 M 2-3 3 3-4 2 4-5 P 3-5 7 P K 3 The project length is weeks.
please help with the box that isnt completed :)
In the following table the activities with their precedence sequence and expected time (days) are listed for a project on which Carl Betterton's construction company is working: Activity Immediate Predecessor(s) A B с A A B B C D E, F Carl's team should be able to complete the project in F G H days. Time (days) 3 4664469
5. Draw the Gantt Chart of M1, M2, M3. Due dates of the jobs are 16,14,10,8 in order. Use "FIFO" Processing Time (min) Routing Process and Machine Number OP-1 OP-3 OP-1 OP-2 OP-3 Job-1 4/M1 3/M2 2/M3 Job-2 1/M2 4/M1 4/M3 M1 M3 M2 M3 Job-3 3/M3 2/M2 3/M1 Job-4 3/M2 3/M3 1/M1 M3 M1 M2 M1 Job-1 Job-2 Job-3 Job-4 OP-2 M2 M1 M2 M3
This is when work is scheduled in reverse from a future due date, to tell the time original work must be started.
2:30 PM ě 4G+ 0.6KB/s l 54 00:15:19 Remaining Multiple Choice PERT is different from CPM in 'that unlike CPM, PERT is a network technique PERT uses probabilities on the activity times, whereas CPM uses deterministic time and cost estimates. PERT considers crash efforts and costs, while CPM does not PERT may be thought of as a mere subset of CPM. 12 of 20
Please enter the "Early Start", "Early Finish", "Late Start" and Late Finish" for each activity, IN THAT ORDER. So for example, the time estimates for Activity A would be 0, 2, 0, 2 respectively, so I would simply enter 0, 2, 0, 2 in the 4 boxes for activity A.