-
The following table represents a plan for a project:
PREDECESSOR
JOB(S)
TIMES (DAYS)
JOB NO.
a
m
b
1
–
2
4
9
2
1
2
2
11
3
1
2
4
6
4
1
3
7
8
5
2
2
3
4
6
3
1
2
6
7
4
3
5
10
8
5,6
1
3
5
9
8
1
2
12
10
7
3
4
5
11
9,10
1
5
6
b. Indicate the critical path.
1-2-5-8-9-11...
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Problem 5-10 The following represents a project that should be scheduled using CPM: IMMEDIATE TIMES (DAYS) ACTIVITY PREDECESSORS a m b А 7 B 2 3 7 с A 3 5 7 D А 5 6 10 E B 1 2 6 F CD 1 3 6 DE 1 3 14 H F G 5 14 b. What is the critical path? A-D-G-H B-E-G-H A-D-F-H A-C-F-H c. What is the expected project completion time? (Round your answer to 3 decimal...
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The following represents a project that should be scheduled
using CPM:
Intermediate
Times(Days)
Activity
Predecessors
a
m
b
A
-----
1
2
6
B
-----
1
2
9
C
A
2
2
11
D
A
1
8
9
E
B
1
2
3
F
C,D
3
4
11
G
D,E
1
3
11
H
F,G
2
3
11
What is the critical path?
What is the expected project completion time? (Round
your answer to 3 decimal places.)
Project completion time...
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Problem 5-10
The following represents a project that should be scheduled
using CPM:
IMMEDIATE PREDECESSORS
TIMES (DAYS)
ACTIVITY
a
m
b
A
—
1
4
7
B
—
3
5
10
C
A
2
5
8
D
A
4
6
11
E
B
1
2
3
F
C,D
3
5
7
G
D,E
1
2
6
H
F,G
2
5
6
b. What is the critical path?
B-E-G-H
A-D-G-H
A-D-F-H
A-C-F-H
c. What is the expected project completion
time? (Round...
-
The following represents a project that should be scheduled using CPM: TIMES (DAYS) IMMEDIATE b ACTIVITY PREDECESSORS m a 1 4 7 3 5 10 B 2 5 4 6 11 D B 1 2 3 E C,D D,E F,G 3 5 7 F G 1 2 6 2 5 b. What is the critical path? A-D-F-H A-D-G-H B-E-G-H A-C-F-H c. What is the expected project completion time? (Do not round intermediate calculations. Round your answer to 3 decimal places.)...
-
The following represents a project that should be scheduled
using CPM:
IMMEDIATE PREDECESSORS
TIMES (DAYS)
ACTIVITY
a
m
b
A
—
1
4
7
B
—
2
6
13
C
A
1
1
4
D
A
2
3
4
E
B
2
4
6
F
C,D
1
5
9
G
D,E
1
2
9
H
F,G
3
6
9
b. What is the critical path?
A-D-G-H
B-E-G-H
A-D-F-H
A-C-F-H
c. What is the expected project completion
time? (Do not round...
-
The following represents a project that should be scheduled
using CPM:
TIMES (DAYS)
ACTIVITY
IMMEDIATE PREDECESSORS
a
m
b
A
—
1
3
5
B
—
1
2
3
C
A
1
2
3
D
A
2
3
4
E
B
3
4
11
F
C, D
3
4
5
G
D, E
1
4
6
H
F, G
2
4
5
b. What is the critical path?
A-C-F-H
A-D-F-H
B-E-G-H
A-D-G-H
c. What is the expected project completion
time?...
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1. Consider the following table providing the needed tasks to completing a successful project. The first column provides the name of the task, the second column states the time to complete that task and the third column tells when a task can begin. Task Time to Condition to start task complete #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 7 days None 5 days 8 daysNone 4 days 3...
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Consider the following network for a small maintenance project
(all times are in days). [7 Marks]
Activity
Immediate Predecessor [s]
Optimistic Time
Most Likely Time
Pessimistic Time
A
-
2
3
4
B
-
5
6
7
C
-
5
6
7
D
A
3
4
5
E
A
2
3
4
F
C
3
4
5
G
C
8
10
16
H
B, E, F
5
6
7
I
B, E, F
7
11
15
J
B, E,...
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The following table
represents the set of activities required to complete a project,
along with their time estimates for PERT calculations.
a. Using the data in
the table, calculate the expected time (ET) and variance for each
activity.
Job number
Predecessor Job(s)
a
m
b
expected time (ET)
variance
A
---
3
5
7
B
A
3
4
5
C
A
2
3
4
D
B
3
4
11
E
B,C
4
9
14
F
D, E
6
8
10...