1. For the following schedule draw the node network, perform the CPM calculations, mark the critical path, and complete the table below. Then impose a finish date of 20 days and a finish date of 25 days, and recalculate the CPM and the values in the table. IPA TF Act GABCDEFG Dur 2 4 6 9 5 7 3 A A, B B B B, C C, D, E, F ES EF LS LF FF

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. For the following schedule draw the node network, perform the CPM calculations, mark
the critical path, and complete the table below. Then impose a finish date of 20 days
and a finish date of 25 days, and recalculate the CPM and the values in the table.
IPA
TF
Act
A
B
C
D
E
F
G
Dur
2
4
6
95
9
7
3
A
A, B
B
B
B, C
C, D, E, F
ES
EF
LS
LF
FF
Transcribed Image Text:1. For the following schedule draw the node network, perform the CPM calculations, mark the critical path, and complete the table below. Then impose a finish date of 20 days and a finish date of 25 days, and recalculate the CPM and the values in the table. IPA TF Act A B C D E F G Dur 2 4 6 95 9 7 3 A A, B B B B, C C, D, E, F ES EF LS LF FF
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