You have just used the network planning model and found the critical path length is 30 days and the variance of the critical path is 25 days. The probability that the project will be completed in 33 days or less is equal to (2 decimal accuracy)
Project expected completion time = duration of critical path = 30 days
project standard deviation = sqrt(variance of critical path) = sqrt(25) = 5
We know,
z = (x-Project expected completion time)/project standard deviation [x = 33]
or, z = (33-30)/5 = 0.6
Corresponding probability = 0.7257
So, probability that the project will be completed in 33 days or less is equal to 0.7257 = 0.73 (2 decimal accuracy)
You have just used the network planning model and found the critical path length is 30...
You have just used the network planning model for a county road resurfacing project and found the critical path length is 40 days and the standard deviation of the critical path is 10 days. Suppose you want to pick a time (in days) within which you will complete the project with 90% confidence level, what should be that time (in days and round to the nearest whole number.) Multiple Choice 40 13 45 29 53
A PERT network consists of 60 activities, and 20 of these are critical activities. The length of the critical path is 120 days. The sum of all activity variances is 64; while the sum of the variances along the critical path is 36. The probability that this project can be completed within 108 and 120 days is: More than 0.4675 but less than or equal to 0.4695 More than 0.4695 but less than or equal to 0.4700 More than 0.4700...
Calculate the Critical Path based on the given Network Activity Diagram You have to calculate: Earliest Start Time Latest Start Time CPM/PERT Breadboard hardware Test Design Release Manufacture hardware hardware hardware hardware Formalize Design Complete Release Specs software software software 2 0 11 Layout manual Finish manual Release manual Print manuals 10 Start project Al specs finalized Hardware design completed Breadboard runing Hardware fully functional PC Board released 10 Manual finalized Manual ready for printer Project complete Critical path 11...
. Construct a Gantt chart and project network for the following set of activities, compute the length of each path in the network, and indicate the critical path: Activity Activity Predecessor Time (months) 1 ___ 4 2 ___ 7 3 1 8 4 1 3 5 2 9 6 3 5 7 3 2 8 4,5,6 6 9 2 5
QUESTION 2: (20 marks) 2. Critical Path Method (CPM) is a network diagramming technique used to predict total project duration and to determine the critical path. a) Based on the table provided, create the CPM network diagram. Analyse and show the Early Start (ES), Early Finish (EF), Late Start (LS), Late Finish (LF) and the Float/Slack duration. (14 marks) b) Analyse the diagram, state and circle the Critical Path clearly. (6 Marks) Activity Predecessor Duration A 6 B A 7...
(3) Determine the critical path and critical time of the network
shown below. Use the critical path method (the table of ES, EF,
etc.).
(3) Determine the critical path and critical time of the network shown below. Use the critical path method (the table of ES, EF, etc.). po Problem . Example a 100 For all starting activities, ES is taken as 0. Activities 1-2, 1-3 gets ES of O. Find EF-ES +time. Activity Time ES E F LS L...
QUESTION 2: (20 marks) 2. Critical Path Method (CPM) is a network diagramming technique used to predict total project duration and to determine the critical path. a) Based on the table provided, create the CPM network diagram. Analyse and show the Early Start (ES), Early Finish (EF), Late Start (LS), Late Finish (LF) and the Float/Slack duration (14 marks) b) Analyse the diagram, state and circle the Critical Path clearly. (6 Marks) Activity Predecessor Duration A 6 B А 7...
The following table represents the set of activities required to complete a project, along with their time estimates for PERT calculations. a. Using the data in the table, calculate the expected time (ET) and variance for each activity. Job Predecessor mi expected variance number Job(s) time (ET) --- 468 B A 3 4 5 CIA 234|| D C 34 11 E B, C 13 5 D, E 2 46 F b. [Sketch the network diagram for the project on a...
Consider the following network for a small maintenance project (all times are in days). [7 Marks] Activity Immediate Predecessor [s] Optimistic Time Most Likely Time Pessimistic Time A - 2 3 4 B - 5 6 7 C - 5 6 7 D A 3 4 5 E A 2 3 4 F C 3 4 5 G C 8 10 16 H B, E, F 5 6 7 I B, E, F 7 11 15 J B, E,...
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