In: Operations Management
The following represents a project that should be scheduled using CPM:
IMMEDIATE PREDECESSORS | TIMES (DAYS) | |||
ACTIVITY | a | m | b | |
A | — | 1 | 4 | 7 |
B | — | 1 | 3 | 5 |
C | A | 2 | 5 | 11 |
D | A | 1 | 8 | 9 |
E | B | 1 | 2 | 3 |
F | C,D | 1 | 6 | 11 |
G | D,E | 1 | 2 | 3 |
H | F,G | 2 | 3 | 3 |
b. What is the critical path?
B-E-G-H | |
A-C-F-H | |
A-D-F-H | |
A-D-G-H |
c. What is the expected project completion time? (Round your answer to 3 decimal places.)
Project completion time days
d. What is the probability of completing this project within 22 days? (Do not round intermediate calculations. Round your answer to 4 decimal places.)
Probability
EXPECTED TIME = (OPTIMISTIC TIME + (4 * MOST LIKELY TIME) + PESSIMISTIC TIME) / 6
VARIANCE = ((PESSIMISTIC TIME - OPTIMISTIC TIME) / 6)^2
ACTIVITY |
EXPECTED TIME |
VARIANCE |
A |
(1 + (4 * 4) + 7) / 6 = 4 |
((7 - 1) / 6)^2 = 1 |
B |
(1 + (4 * 3) + 5) / 6 = 3 |
((5 - 1) / 6)^2 = 0.4444 |
C |
(2 + (4 * 5) + 11) / 6 = 5.5 |
((11 - 2) / 6)^2 = 2.25 |
D |
(1 + (4 * 8) + 9) / 6 = 7 |
((9 - 1) / 6)^2 = 1.7778 |
E |
(1 + (4 * 2) + 3) / 6 = 2 |
((3 - 1) / 6)^2 = 0.1111 |
F |
(1 + (4 * 6) + 11) / 6 = 6 |
((11 - 1) / 6)^2 = 2.7778 |
G |
(1 + (4 * 2) + 3) / 6 = 2 |
((3 - 1) / 6)^2 = 0.1111 |
H |
(2 + (4 * 3) + 3) / 6 = 2.83 |
((3 - 2) / 6)^2 = 0.0278 |
USING EXPECTED DURATION TO FIND THE CRITICAL PATH OF THE PROJECT
ACTIVITY |
DURATION |
ES |
EF |
LS |
LF |
SLACK |
A |
4 |
0 |
4 |
0 |
4 |
0 |
B |
3 |
0 |
3 |
10 |
13 |
10 |
C |
5.5 |
4 |
9.5 |
5.5 |
11 |
1.5 |
D |
7 |
4 |
11 |
4 |
11 |
0 |
E |
2 |
3 |
5 |
13 |
15 |
10 |
F |
6 |
11 |
17 |
11 |
17 |
0 |
G |
2 |
11 |
13 |
15 |
17 |
4 |
H |
2.83 |
17 |
19.83 |
17 |
19.83 |
0 |
ES = MAX(EF OF ALL PREDECESSORS); 0 FOR FIRST ACTIVITY
EF = ES + DURATION
LF = MIN(LS OF ALL SUCCESSOR ACTIVITIES); MAX EF AS LF FOR LAST ACTIVITY
LS = LF - DURATION
SLACK = LF- EF
CRITICAL PATH = LONGEST PATH WITH 0 SLACK:
CRITICAL PATH = ADFH
DURATION OF PROJECT = 19.83
PROBABILITY OF FINISHING THE PROJECT WITHIN 22 DAYS:
VARIANCE = SIGMA(VARIANCE OF CRITICAL ACTIVITIES) = 1 + 1.7776 + 2.7778 + 0.0278 = 5.5834
STDEV = SQRT(VARIANCE)
EXPECTED TIME = DURATION OF THE PROJECT = CRITICAL PATH = 19.83
DUE TIME = 22
Z = (DUE TIME - EXPECTED TIME) / STANDARD DEVIATION OF CRITICAL PATH)
Z = (22 - 19.83) / SQRT(5.5836) = 0.92
THE PROBABILITY DISTRIBUTION CORRESPONDING TO A Z VALUE OF 0.92 = 0.8212
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