7. For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table.
Activity |
IPA |
Duration |
ES |
EF |
LS |
LF |
TF |
FF |
A |
- |
3 |
0 |
3 |
3 |
6 |
3 |
5 |
B |
- |
5 |
0 |
5 |
5 |
10 |
5 |
2 |
C |
A |
6 |
3 |
9 |
9 |
14 |
5 |
4 |
D |
A, B |
9 |
5 |
14 |
14 |
23 |
9 |
9 |
E |
A, B |
4 |
5 |
9 |
9 |
12 |
7 |
4 |
F |
B |
6 |
5 |
11 |
11 |
17 |
6 |
3 |
G |
C, D |
5 |
14 |
19 |
19 |
24 |
5 |
5 |
H |
D, E |
12 |
14 |
26 |
26 |
30 |
12 |
12 |
I |
D, E, F |
7 |
14 |
21 |
21 |
20 |
7 |
12 |
J |
E |
9 |
9 |
10 |
10 |
27 |
9 |
8 |
K |
G, H, I |
10 |
26 |
36 |
36 |
46 |
10 |
15 |
L |
I, J |
6 |
21 |
27 |
27 |
33 |
6 |
6 |
M |
G, I |
4 |
21 |
25 |
25 |
29 |
4 |
11 |
N |
K |
2 |
36 |
38 |
38 |
40 |
2 |
30 |
Compute the Early Start (ES), Early Finish (EF), Late Start (LS), and Late Finish (LF) using the following rules.
Forward pass
ES of the starting activities =
0
ES of all other activities = Max. (EF of their immediate
predecessors)
EF of an activity = Its ES + Its duration
Backward pass
LF of ending activities = Max. (All
EFs)
LF of all other activities = Min. (LS of their immediate
successors)
LS of an activity = Its LF - Its duration
Total Float (TF) = LF - EF
Free Float (FF) of an activity = Min. (ES of its successors) - EF
Calculations
The critical path is constituted by the activities with TF=0
So, the critical path is B-D-H-K-N and the duration is 38.
7. For the following schedule, draw the node network, perform the CPM calculations, mark the critical...
5 & 17. For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table. Repeat exercise 5 with an imposed finish date of 26 and then 35 days. Activity Duration IPA ES EF LS LF TF FF A 6 - B 2 - C 9 - D 4 A, B E 7 B F 5 D G 10 D, E H 8 C, F, G I 3 C, G J 2...
3 & 15. For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table. Repeat exercise 3 with an imposed finish date of 15 and then 20 days. Activity Duration IPA ES EF LS LF TF FF A 2 - B 4 A C 6 A D 9 A E 5 B F 7 B, C G 3 D, E, F
3. For the following schedule, draw the node network, perform the CPM calcula tions, mark the critical path, and complete the table TF FE LS LF ES IPA Duration Activity 2 A - A 4 A 6 C A 5 F B, C D, E, F 7 F 3 G
For the following, draw the node network, perform the CPM calculations, mark the critical Path, and complete the table. IAAB 745 00 ABCDE Make possibility of rejection. Also show procurement activities CHAPTER 4 EXERCISES 1. For the following schedule, draw the node network, perform the CPM tions, mark the critical path, and complete the table. Activity Duration IPA ES EF LS LF TF FF В 8 B, C For the following schedule, draw the node network, perform the CPM tions,...
Construction Management Assignment on "Critical Path Method (CPM)" Do the following tasks for each of the questions (a) Draw both the activity-on-arrow (AOA) network and the activity-on-node (AON) network. (b) Calculate the early start time (ES), early finish time (EF), late start time (LS), and late finish time (LF) of each activity, and identify the critical path. (c) Compute the total float (TF), free float (FF), interfering float (IF), and independent float (IDF) for each activity (Note: The duration of...
Construction Management Assignment on "Critical Path Method (CPM)" Do the following tasks for each of the questions (a) Draw both the activity-on-arrow (AOA) network and the activity-on-node (AON) network. (b) Calculate the early start time (ES), early finish time (EF), late start time (LS), and late finish time (LF) of each activity, and identify the critical path. (c) Compute the total float (TF), free float (FF), interfering float (IF), and independent float (IDF) for each activity (Note: The duration of...
Draw the following network and calculate all dates (all activities are contiguous): Activity Duration IPA Type Rel Lag ES EF LS LF TF FF A 4 - B 3 - C 8 A D 7 A,B E 6 D SS 3 F 3 D FF G 5 F SS 2 2 F FF please do not copy from others, they are wrong
CME403/603 Scheduling and Project Control (10 pts PDM) For the following PDM schedule, manually perform CPM calculation to show items as on legend (key) node - ES, EF, LS, LF, TF, SF and FNF. Highlight critical path(s). 2. 25 8 8 D 11 | 42 46 34 42 3 8 1 3 B 10 C T 16 10 18 29 40 37 Start Finis h 2 0 0 9 12 37 G 24 10 12 4 Legend ES Activity N...
Game Point_Differential Assists Rebounds Turnovers Personal_Fouls 1 15 15 38 11 9 2 36 20 43 8 13 3 16 21 29 7 13 4 45 22 46 11 11 5 12 11 40 7 22 6 -10 10 31 13 26 7 11 19 45 11 7 8 12 16 32 16 14 9 3 16 27 18 15 10 19 9 34 17 17 11 40 16 41 9 17 12 44 12 29 9 22 13 16 ...
Given the data table below develop the precedence network and perform the CPM calculations. Then, using the proposed crashing strategy calculate the normal, least-cost, and crash duration for the project below. Calculate the cost associated with each duration. Indirect cost (overhead) is $120 per day. Activity IPA Duration Cost $ Normal Crash Normal Crash A 5 4 $770 $900 3 2 B C P 7 4 $660 $700 $800 $1,070 $1,000 $1,110 $800 $920 D AB 4 3 E B...