"“A clay pot sitting in the sun will always be a clay pot. It has to go through the white heat of the furnace to become porcelain.” - Mildred Struven

PMP:CAPM - Picture Puzzle 8 - Collect Requirements tools & techniques

pmp picture puzzle

Identify the Project Management(PMP/CAPM) terms - Collect Requirements tools & techniques, depicted by these pictures

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one

Highlight between brackets to see the answer:
Answer: (1-Interview,2-Focus Group,3-Facilitated workshop,4-Benchmarking,5-Group decision making skills,6-Group creativity skills,7-Prototyping,8-Document Analysis,9-Observation,10-Questionairres & Surveys,11-Context Diagram)

PMP®:CAPM® - Picture Puzzle 7 - Find these Quality Management terms

pmp picture puzzle

Identify the Project Management(PMP®/CAPM®) terms depicted by these pictures

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one
Picture puzzle - Quality Management terms 1



Highlight between brackets to see the answer:
Answer: (1-Check sheet,2-Pareto chart,3-Flow chart,4-Scatter diagram,5-Fishbone diagram,6-Control chart,7-Histogram)
two 
Picture puzzle - Quality Management terms 2


Answer: (1-PDPC(Process Decision Program Chart,2-Affinity Diagram,3-Matrix diagram,4-Activity Network Diagram,5-Prioritization Matrices,6-Tree Diagram,7-Interrelationship Digraph)

PMP®:CAPM®: - Picture puzzle 6

pmp picture puzzle

Identify the Project Management(PMP®/CAPM®) terms depicted by these pictures

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one
Identify these Risk Management terms!

Highlight between brackets to see the answer:
Answer: (1-Decision tree,2-Tornado diagram,3-Expected Monetary Value,4-Sensitivity analysis,5-Montecarlo simulation)
two 
Identify these reasons why Projects are done!

Answer: (1-Market demand,2-Customer request,3-Technological advancement,4-Legal,5-Environmental considerations,6-Business needs,7-Social needs)

PMP®:CAPM® - Leads and Lags

What are Leads and Lags?
Leads and Lags used in the project schedule development.

Leads
Lead is the amount of time a successor activity can be advanced with respect to a predecessor activity.

Lags
Lag is the amount of time a successor activity can be delayed with respect to a predecessor activity.

Activity dependencies with Leads and Lags 
Leads and Lags can be applied on any of the activity dependencies like Start to Start (SS), Start to Finish (SF), Finish to Start (FS) and Finish to Finish (FF).


In the above example, both red and blue activities are of 2 days duration. There is Finish to Start dependency between them. If you apply a Lag of 1 day(FS+1), blue activity will start after a gap of 1 day. If you apply a Lead of 1 day(FS-1), blue activity will start one day earlier before the completion of red itself, becoming a parallel activity.

Question


Answer: highlight between braces (3.The duration is only 3. For all other networks the duration is 5.)

PMP®:CAPM® - Critical Path Method (CPM)


The Critical Path Method (CPM) helps in keeping projects on track.
Critical path schedules help in identifying the activities that must be completed on time in order to complete the whole project on time.
They show which tasks can be delayed and for how long without impacting the overall project schedule.
They help in calculating the minimum amount of time it will take to complete the project.
They help in knowing the earliest and latest dates each activity can start on in order to maintain the schedule.
The CPM has 4 key elements...
1.Analyzing the Critical Path
2.Calculation of Early Start & Early Finish
3.Calculation of Late Start & Late Finish
4.Calculation of Float 
1. Analyzing the Critical Path
The critical path is the sequence of activities with the longest duration. A delay in any of these activities will result in a delay for the whole project.  The duration of each activity is listed in each node in the diagram. For each path, add the duration of each node to determine its total duration.  

There are 2 paths in this sample project. Task 1, Task 2 and Task 4 is one path with total duration 1+3+1=5. Task 1, Task 3 and Task 4 is the second path with total duration 1+2+1=4. So in this case, it is very obvious that the top path is the longest path and hence, it is the critical path.  

2. Calculation of Early Start & Early Finish 
Let us use the technique called the Forward Pass which is used to determine the earliest date an activity can start and the earliest date it can finish. These dates are valid as long as all prior activities in that path started on their earliest start date and didn't slip.
Starting with the critical path, the Early Start (ES) of the first task is zero. The Early Finish (EF) of an activity is its ES plus its duration. Using our earlier example, Task 1 is the first activity on the critical path: ES = 0, EF = 0 + 1 = 1.
You then move to the next task in the path, in this case, Task 2. Its ES is the previous activity's EF. Task 2 ES = 1. Its EF is calculated the same as before: EF = 1 + 3 = 4.For Task 3, ES = 1 and EF = 1+2=3. 
If an activity has more than one predecessor, to calculate its ES you will use the activity with the latest EF that means choose whatever is maximum. Task 2 and Task 3 are merging in Task 4. So here we have to choose the maximum of EF of Task 2 (4) and Task 3 (3) as the ES of Task 4. 4 is the maximum and so Task 4's ES = 4. EF of Task 4 is 4+1=5.

3. Calculation of Late Start & Late Finish
Next we use the Backward Pass technique to determine the latest date an activity can start and the latest date it can finish before it delays the project.
You'll start once again with the critical path, but this time, you'll begin from the last activity in the path. The Late Finish (LF) for the last activity in every path is the same as the last activity's EF in the critical path. The Late Start (LS) is the LF - duration.
In our example, Task 4 is the last activity on the critical path. Its LF is the same as its EF, which is 5. To calculate the LS, subtract its duration from its LF. LS = 5 - 1 = 4.
You then move on to the next activity in the path. Its LF is the previous activity's LS. In our example, the next Activity in the critical path is Task 2. Its LF is equal to Task 4's LS. Task 2 LF = 4. Its LS is calculated the same as earlier, by subtracting its duration from the LF.  Task 2 LS = 4 - 3 = 1.
Similarly, Task 3 Late Finish and Late Start are calculated as 4 and 2 respectively. If an activity has more than one successor to find its Late Finish you have to choose the minimum of their Late Start. For Task 1’s Late finish, you have to choose the minimum of Late Start of Task 2 and Task 3. 

4. Calculation of Float
The activities in the critical path will have 0 float. Now let us find the float for all the activities. If in a path all the activities have 0 float, then that will be a critical path. There can be more than 1 critical path. 
Total float is calculated by LS-ES or LF - EF.
For Task 1, TF = 0-0 = 1-1= 0. For Task 2, TF = 1-1 = 4-4 = 0. For Task 4,TF = 4-4=5-5=0.
For Task 3,  TF = 2-1 = 4-3 = 1. 
Using the critical path diagram from the previous section, Tasks 1, 2, and 4 are on the critical path because they have a float of zero.
The next longest path is Tasks 1, 3, and 4. Since Tasks 1 and 4 are also on the critical path, their float will remain as zero. Task 3 has a float of 1 which makes the path Task 1,3 and 4 noncritical. 
Free float of an activity = ES of successor - EF of present activity. (ES of successor - in case of multiple successors choose immediate successor,i.e.the least of the ES of successors).
Only Task 3, has Free float of 1 (4-3). Free float cannot be greater than Total float. For Task 1, 2 and 4 since the Total float is 0, Free float also is 0. 

PMP®:CAPM® - Activity Network Diagram

What is Activity Network Diagram?
Activity network diagram is the output of Sequence activities process in Time management knowledge area. It shows the dependencies between activities.  

How it's created?
Activity network diagram is created using the Precedence Diagramming Method (PDM) which is also called as Activity On Node (AON). In the below network diagram, box or node represent activities and arrows represent dependencies.

A sample Network Diagram
Things to know in a Network Diagram

Duration
The time period it takes to complete the activity.In the above network diagram activity Y takes 5 days to complete.

Early Start (ES) , Early Finish (EF), Late Start(LS), Late Finish(LF)
In the above network diagram, both the activities can be completed within a week. If Y starts on Monday, it will be completed on Friday. If Z starts on Monday, it will be completed on Tuesday. Z is a parallel activity to Y and it can by delayed by 3 days. This is called a float or slack. If Z starts on Thursday, it will be completed on Friday.So the Early Start and Early Finish of Y are Monday and Tuesday and the Late Start and Late Finish of Y are Thursday and Friday.
There is no float for activity Y since it can't be delayed. Any delay in Y will affect the project end date. So ES,EF of Y are Monday and Friday and LS and LF of Y are Monday and Friday.

Float
There are different types of float. Free float, total float, project float and negative float.
PMP:CAPM - total float and free float

The Finish Start relationship exists between the activities of the above network diagram.
In the above network diagram, if A is done on Monday, B will be done on Tuesday to Thursday and E will be done on Friday. C and D have float of 1 day. They can be done Tuesday and Wednesday or Wednesday and Thursday. 

Total float
The amount of time an activity can be delayed without delaying the project end date. A, B and E cannot be delayed. C and D can be delayed by 1 day. The total float of C and D is 1 day. 
Total float = LS - ES or LF - EF. In the above example, total float of C = 2-1=3-2=1.  
Total float is for the path. If C uses the total float and delayed by 1 day, then D will not have total float. 

Free float
The amount of time an activity can be delayed without delaying the early start of the follow-on (next) activity. Free float can lesser than or equal to Total float.
Free float of an activity = ES of next activity and EF of that activity. (ES of next activity - in case of many next activities, choose min of ES of next or successor activities.)
Free float of C = 2-2=0. Free float of D = 4-3=1. 

Crtical path
The longest path in the network diagram which gives the shortest duration to complete the project, in which all the activities have zero float.
There are 2 paths in the above network diagram. ABE (total duration=1+3+1=5 days) and ACDE (total duration=1+1+1+1=4 days). The critical path is ABE, since it is the longest path. This project can be completed in 5 days.
We will discuss the Critical path in the next post. 
PMP:CAPM - project float and negative float

Project float
The amount of time the project can be delayed without delaying the client imposed milestone. In the above example (project schedule 1 ) , the project float is 5 days which means the project can be delayed by 5 days. 

Negative float
The amount of time the project schedule is beyond the client imposed milestone.It is called 'negative' float since in this case the project completion need to be advanced not delayed. In the above example, (project schedule 2), the project schedule has crossed the client imposed milestone by 5 days which means it has the negative float of 5 days.