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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. TF Act A B CDEFG C Dur 2 4 6 9 5 7 3 IPA -- A A, B B B B, C C, D, E, F ES EF LS LF FF

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. TF Act A B CDEFG C Dur 2 4 6 9 5 7 3 IPA -- A A, B B B B, C C, D, E, F ES EF LS LF FF

Structural Analysis
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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1) copy the table and fill it, Have a node network drawing with a different color showing critical path or state the critical path, have two imposed dates for the 20 days and 25 days with recalculated CPM and values for table 2) node network, table, critical path, new constrain with table filled out and answer the question on what happened to the critical path

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 с D ס|ח|ד| E F G Dur 2 4 6 9 5 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 с D ס|ח|ד| E F G Dur 2 4 6 9 5 7 3 A A, B B B B, C C, D, E, F ES EF LS LF FF
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