Question

In: Operations Management

The following represents a project that should be scheduled using CPM: IMMEDIATE PREDECESSORS TIMES (DAYS) ACTIVITY...

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           

Solutions

Expert Solution

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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