5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration. Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS) relationship with zero lag/lead time unless otherwise shown. A << 3 SS. lag = 4 FF, lag = 8 36 B 8 lag = 2 D F 11 01 H 9 SS, 15 5 lag = 10 lag = 1 E 7 -∞ I 8 SS. lag = 9 FF, lag = 4 K 6 5 LS 53 M Link Lag - ES EF ID. Dur. LS LF TF/FF

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Author:Pratt, David J.
Publisher:Pratt, David J.
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Project management question

5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration.
Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS)
relationship with zero lag/lead time unless otherwise shown.
A
<<
3
SS.
lag = 4
FF,
lag = 8
36
B
8
lag = 2
D
F
11
01
H
9
SS,
15
5
lag = 10
lag = 1
E
7
-∞
I
8
SS.
lag = 9
FF,
lag = 4
K
6
5
LS
53
M
Link Lag
-
ES
EF
ID.
Dur.
LS
LF
TF/FF
Transcribed Image Text:5. For the following precedence diagram, perform forward and backward pass calculations and determine the project duration. Highlight the critical path, and tabulate the ES, EF, LS, LF, TF, and FF for each activity. Assume a Finish-to-Start (FS) relationship with zero lag/lead time unless otherwise shown. A << 3 SS. lag = 4 FF, lag = 8 36 B 8 lag = 2 D F 11 01 H 9 SS, 15 5 lag = 10 lag = 1 E 7 -∞ I 8 SS. lag = 9 FF, lag = 4 K 6 5 LS 53 M Link Lag - ES EF ID. Dur. LS LF TF/FF
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