In: Math
Time (days) |
Immediate |
Time (days) |
Immediate |
||||||||||||
Activity |
a |
m |
b |
Predecessor(s) |
Activity |
a |
m |
b |
Predecessor(s) |
||||||
A |
55 |
55 |
77 |
long dash— |
H |
44 |
44 |
66 |
E, F |
||||||
B |
11 |
22 |
55 |
long dash— |
I |
22 |
77 |
1010 |
G, H |
||||||
C |
55 |
55 |
55 |
A |
J |
22 |
44 |
77 |
I |
||||||
D |
44 |
88 |
1313 |
A |
K |
66 |
1010 |
1313 |
I |
||||||
E |
11 |
1010 |
1717 |
B, C |
L |
22 |
66 |
66 |
J |
||||||
F |
11 |
55 |
77 |
D |
M |
22 |
22 |
33 |
K |
||||||
G |
22 |
66 |
99 |
D |
N |
77 |
77 |
1212 |
L, M |
Number of days that would result in 99% probability of completion
For each activity we have got 3 time estimates
Using these we can calculate the expected time (t) for each activity as below
for example for activity A, the expected time is
Next we need to find the variance of each activity given by the formula
For example for activity A, the variance is
The expected time and variances are given below
The values are
Next we need to find the critical path pf the project, using the expected time as fixed activity time.
The following is the PERT/CPM with the expected activity times.
We take the earliest start as the earliest end of the predecessor. For example activity D has A as the predecessor. Hence the earliest start of D is earliest end of A = 58.7. The earliest end is got by adding the activity time to the earliest start. When there are more than one predecessors, we take the maximum of the earliest end times. For example Activity E has B,C as predecessors. The end time of B is 25.7 and C is 113.7. Hence the earliest start of E is 113.7
Updated chart with earliest start and end dates, by moving from left to right
Finally we move from the right to left and fill in the latest start/end times
The latest end of any activity is the latest start of its successor. If there are more than one successor the latest end is the minimum of the latest starts. For example activity I has J and K as successors and their latest starts are 1346 and 2168.5. Hence the latest end for I is 1346.0
The final chart is below
The critical path (shown in green) are the activities with zero slack (ealiest time= latest time)
The critical path is A,C,E,H,I,K,M,N
The expected time of the project is the sum of expected times of the activities in the critical path.
The variance for the project completion is the sum of the variances of the critical path activities
Let T indicate the time taken to complete the project. T has normal distribution with mean and
standard deviation
Number of days that would result is 99% probability of completion is given as
the probability that a project would complete in less than t days is 0.99
That is P(T<t) = 0.99
We need to find the value of t.
The standardized value of T is
Now let us find the value of z for which P(Z<z) = 0.99.
If we use the standard normal table we can see that for z=2.33 we get P(Z<2.33) = 0.5+0.4901=0.99
We equate this to the standardized value of T and get
That means for 3546.66 days, the probability of completion is 99%