In: Civil Engineering
Draw the following network,
Activity |
Duration |
IPA |
Type of relationship |
Lag |
|
A |
4 |
||||
B |
3 |
||||
C |
8 |
A |
|||
D |
7 |
A, B |
|||
E |
6 |
D |
SS |
3 |
|
F |
3 |
D |
|||
G |
5 |
F |
SS FF |
2 |
Note: If the relationship type is not mentioned, it is FS. If no lag/lead is mentioned, it is zero.
a). The precedence network or the A-O-N diagram for the project is drawn. (Image 2; see the legend ).
b).ES, EF, LS, LF, TF and FF for each activity is found (see the legend to understand it clearly ).
All the critical path calculations are tabulated.
Free float,FF = ES of successor activity - EF of current activity.
Total float, TF = LF - EF or LS - ES.
c). Critical activities are A, D, F and G.
(Please give a thumbs up ).