In: Economics
Frank’s Fine Floats is engaged in the business of building exquisite parade floats. Frank has a new float to build and hopes to use PERT/CPM to help them manage the project. The following table shows the activities that make up the project, as well as the estimated completion time (in days) and immediately preceding activities for each activity. Frank wants to know the total time to complete the project, which activities are critical, and the earliest and the earliest for each activity The latest start and finish date.
Activity |
Immediate Predecessor |
Duration (days) |
A |
- |
20 |
B |
- |
18 |
C |
- |
12 |
D |
A |
10 |
E |
B |
15 |
F |
B |
5 |
G |
C |
10 |
H |
B,D |
8 |
I |
G,H |
10 |
problem:
(1) Draw a single-code network plan
(2) Assuming that the project start time is the first day and the
project end time is the 100th day, determine the immediate
activities of each activity and calculate the six time parameters
of each activity, complete the following table:
Latest End Time Total Time Difference Single Time Difference
Event |
Immediate Predecessor |
Earliest Start Time |
Earliest End Time |
Latest Start Time |
Latest End Time |
Total Time Difference |
Single Time Difference |
A |
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B |
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C |
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D |
|||||||
E |
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F |
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G |
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H |
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I |
(3) Determine the key activities and key routes of the
project
(4) Determine the project duration
(1) Single node network plan-----
2) Six time parameters of each activity------
Events | Immediate predecessor |
Earliest start time (Es)) |
Earliest end time (Ef) Es+t |
Latest starttime (Ls) Lf-t |
Latests Endtime (Lf) |
Total time difference total float((Lf-Ef) |
---|---|---|---|---|---|---|
A | 0 | 20 | 0 | 20 | 0 | |
B | 0 | 18 | 0 | 33 | 15 | |
C | 0 | 12 | 0 | 28 | 16 | |
D | A | 20 | 30 | 20 | 30 | 0 |
E | B | 18 | 33 | 33 | 48 | 15 |
F | B | 18 | 23 | 43 | 48 | 25 |
G | C | 12 | 22 | 28 | 38 | 16 |
H | B,D | 30 | 38 | 30 | 38 | 0 |
I | G,H | 38 | 48 | 38 | 48 | 0 |
(3) Key activities and key routs of the project----
Key Activities |
Key Routs | Duration |
C-G-I | 1-2-5-7 | 12+10+10=32 |
A-D-H-I | 1-3-6-5-7 | 20+10+8+10=48* |
B-H-I | 1-4-6-5-7 | 18+8+10=36 |
B-F | 1-4-7 | 18+5=23 |
B-E | 1-4-7 | 18+15=33 |
(4). Project duration is------ 48 days
As we find in above table that critical path is what which has longest duration,so project duration is 48 days.