



NETWORK: PERT 4 - Consider the following table: ACTIVITY PREC. ACT. TIME ESTIMATES tml - 2...
PART I: PERT Consider the following table: ACTIVITY PREC. ACT. TIME ESTIMATES (days) to tml tp te A --- 2 3 4 B A 2 4 6 C A 4 6 8 D A 4 5 6 E B 6 7 8 F D 1 3 5 G E, C, F 3 5 7 1. Construct a PERT network. (20 points) [NOTE: This...
11. In CPM/PERT, an activity that is on the critical path A. has equal values for "Latest Start" and "Earliest Start" ( LS = ES ) B. has equal values for "Latest Finish" and "Earliest Finish" ( LF = EF ) C. is used in calculating total project duration D. has slack equal to zero E. all of the above 12. In CPM/PERT, the critical path through the network A. will require the most time of any path B. will...
(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...
Must use AOA PERT/CPM
Manual Calculations and show Networks.
10. A farm owner is going to erect a maintenance building with a connecting electrical generator and water tank. The activities, activity descriptions, and estimated durations are given in the following table: Activity Activity Activity Activity Description Predecessor Time Excavate Erect building Install generator Install tank Install maintenance equipment Connect generator and tank to building b.c,d Paint finish Η Check out facility Construct the network for this project and calculate the...
A network consists of the following list. Times are given in weeks. Activity Preceding Time (weeks) Activity Predecessor Duration A 4 B 9 C A 5 D B A 3 E D C 4 Calculate the ES, EF, LS, LF, slack for each activity. List the critical activities for this project.
The ABC Manufacturing Co. has made a decision to replace an existing production line with new equipment. This project will require several tasks (jobs) with precedence relationships and duration (days) as shown in the following table. The project will be finished when activities A-J are all finished. Activity predecessor Optimistic Most likely Pessimistic Expected A - 4 5 12 B A 3 4.5 15 C A 2 3 4 D C 6 8 22 E B 4 6 8 F...
Problem 5: For the given activity network, if there are 35 days required to complete the project, find the following Complete the network by filling in ES, LS, EF and LF Earliest start for activities D, E, F, H, G, L, M ill. Earliest finish for activities D, E, F, H,G,L,M Latest start for activities D, E, F, H, G, LM V. Latest finish activities D, E, F.H.GLM vi. Slack/Float time for each activities D, E, F, H, G, LM...
question 3.12
Chapter 3 Project Management 91 Table for 3.8 Time Activity Immediate Code Description in hours) Predecesur Planning Find location determine resource requirements Purchasing Requisition of lumber and sand Excavation Planning Dig and grade Sawing Planning Saw lumber inte appropriate sizes Placement Purchasing Position lumber in comect locations Sawing. c om Assembly Nail lamber together Placement Tafill Put sand in and under the equipment Ambly Outfill Put dirt a nd the equipment Assembly Decoration Put grass all over the...
For the following Engineering project, draw the network diagram and calculate ES, EF, LS, LF, TF Predecessors Durations (Days) A1 3 A2 A1 7 A3 A1 14 A4 A2, A3 3 Activity ES EF LF LS TF A1 A2 A3 A4 Critical Path is
Using the following information about Project A, its activities and predecessor activities below: Activity Predecessors A в B C D E, F D G The following table contains the pessimistic, likely, and optimistic estimates for how long activities are estimated to take for Project A. Activity Pessimistic Likely Optimistic 2 5 20 H 16 e. Calculate the time estimates (TE) f. Calculate the variance (s) g. Convert the TE to whole integers and place them in the network diagram for...