Assume the following project data given in Table 1. It is required to crash the project duration from its original duration to a final duration of 11O days. Assume daily indirect cost of LE 100 * Normal Crash Activity Preceded by Duration (day) Cost (LE) Duration (day) Cost (LE) A 120 12000 100 14000 20 1800 15 2800 C B 40 16000 30 22000 D C 30 1400 20 2000 E D, F 50 3600 40 4800 F 60 13500 45 18000

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Assume the following project data given in Table 1. It is required to crash the project duration from its original duration to a final duration of 110 days. Assume daily indirect cost of LE 100 *
Assume the following project data given in
Table 1. It is required to crash the project
duration from its original duration to a final
duration of 110 days. Assume daily indirect
cost of LE 100 *
Normal
Crash
Activity
Preceded by
Duration (day)
Cost (LE)
Duration (day)
Cost (LE)
A
120
12000
100
14000
20
1800
15
2800
C
B
40
16000
30
22000
D
C
30
1400
20
2000
E
D, F
50
3600
40
4800
F
B
60
13500
45
18000
Transcribed Image Text:Assume the following project data given in Table 1. It is required to crash the project duration from its original duration to a final duration of 110 days. Assume daily indirect cost of LE 100 * Normal Crash Activity Preceded by Duration (day) Cost (LE) Duration (day) Cost (LE) A 120 12000 100 14000 20 1800 15 2800 C B 40 16000 30 22000 D C 30 1400 20 2000 E D, F 50 3600 40 4800 F B 60 13500 45 18000
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