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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

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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Q2: for the information shown in table below, find the probability of finishing the project in 19 day and 28 day? Activities 1-2 1-3 1-4 2-7 3-6 4-5 5-6 5-9 6-8 7-8 8- 9- 10 10 Optimistic time Most likely time 3 1 2 4 5 2 3 1 6. 5 3 4 3 4 2 7. 8 Pessimistic time 7 6 8 6 4 3 8 9 10 n79
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