In: Operations Management
A network consists of the following list. Times are given in weeks.
Activity |
Preceding |
Optimistic |
Probable |
Pessimistic |
A |
-- |
5 |
11 |
14 |
B |
- |
3 |
3 |
9 |
C |
-- |
6 |
10 |
14 |
D |
A, B |
3 |
5 |
7 |
F |
C |
6 |
8 |
13 |
G |
D, E |
2 |
4 |
6 |
H |
F |
3 |
3 |
9 |
Calculate the probability that the project will be completed in less than 25 weeks.
NOTE
NO need to draw the network diagram on this page,
It is NOT sufficient, for example, to write the “probability is = __x %.”
Show your work how you got the probability.
PROBABILITY = 24.2 %
EXPECTED TIME = (OPTIMISTIC TIME + (4 * MOST LIKELY TIME) + PESSIMISTIC TIME) / 6
VARIANCE = ((PESSIMISTIC TIME - OPTIMISTIC TIME) / 6)^2
ACTIVITY |
EXPECTED TIME |
VARIANCE |
A |
(5 + (4 * 11) + 14) / 6 = 10.5 |
((14 - 5) / 6)^2 = 2.25 |
B |
(3 + (4 * 3) + 9) / 6 = 4 |
((9 - 3) / 6)^2 = 1 |
C |
(6 + (4 * 10) + 14) / 6 = 10 |
((14 - 6) / 6)^2 = 1.7778 |
D |
(3 + (4 * 5) + 7) / 6 = 5 |
((7 - 3) / 6)^2 = 0.4444 |
E |
(6 + (4 * 8) + 13) / 6 = 8.5 |
((13 - 6) / 6)^2 = 1.3611 |
F |
(2 + (4 * 4) + 6) / 6 = 4 |
((6 - 2) / 6)^2 = 0.4444 |
G |
(3 + (4 * 3) + 9) / 6 = 4 |
((9 - 3) / 6)^2 = 1 |
CPM ANALYSIS
ACTIVITY |
DURATION |
ES |
EF |
LS |
LF |
SLACK |
A |
10.5 |
0 |
10.5 |
3 |
13.5 |
3 |
B |
4 |
0 |
4 |
9.5 |
13.5 |
9.5 |
C |
10 |
0 |
10 |
0 |
10 |
0 |
D |
5 |
10.5 |
15.5 |
13.5 |
18.5 |
3 |
E |
8.5 |
10 |
18.5 |
10 |
18.5 |
0 |
F |
4 |
18.5 |
22.5 |
18.5 |
22.5 |
0 |
G |
4 |
22.5 |
26.5 |
22.5 |
26.5 |
0 |
FORWARD PASS: ES = MAXIMUM EF OF ALL PREDECESSOR ACTIVITIES; 0 IF NO PREDECESSORS ARE PRESENT. EF = ES + DURATION OF THE ACTIVITY.
BACKWARD PASS: LF = MINIMUM LS OF ALL SUCCESSOR ACTIVITIES; COMPLETION TIME OF THE PROJECT IF NO SUCCESSORS ARE PRESENT. LS = LF - DURATION OF THE ACTIVITY.
SLACK = LF - EF, OR, LS - ES
CRITICAL PATH = PATH WITH THE LONGEST COMBINED DURATION VALUE AND 0 SLACK.
CRITICAL PATH = CEFG
DURATION OF PROJECT = 26.5
PROBABILITY
VARIANCE OF CRITICAL PATH = SIGMA(VARIANCE OF THE CRITICAL PATH) = 4.5833
STANDARD DEVIATION OF CRITICAL PATH = SQRT(VARIANCE OF CRITICAL PATH) = 2.14
EXPECTED TIME = DURATION OF THE PROJECT = CRITICAL PATH = 26.5
DUE TIME = 25
Z = (DUE TIME - EXPECTED TIME) / STANDARD DEVIATION OF CRITICAL PATH)
Z = (25 - 26.5) / 2.14 = -0.7
PROBABILITY FOR A Z VALUE OF -0.7 = NORMSDIST(-0.7) = 0.242
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