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PDM & ADM are belong to CPM
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PRECEDENCE DIAGRAM METHOD - PDM
PHAN CAO TAI
Joint Master ProgramNational Taiwan University
National University of Civil Engineering
What is PDM?
A SCHEDULE MODEL
What is PDM ?
TECHNIQUE
What is PDM ?
ACTIVITY
ACTIVITYi j
ADM
PDMLogical relationship
Logical relationship
Why?
Why Do We Need To Learn PDM?
1. Available on almost all commercial microcomputer-base on PMS.
2. Around 30% of contracting organization in Europe are using PDM
3. This technique is more versatile as compared to the other network planning.
Why Do We Need To Learn PDM?
4. Availability of lag has made this technique more adaptable to the planner’s needs.
5. This tool can guide managers in making critical decisions such as to deploy resources based on priority.
6. Can assist the client in determining the duration for extension of time.
ADVANTAGES & DISADVANTAGES
Fewer ActivitiesComplicates
Manual Calculations
ADVANTAGES & DISADVANTAGES
Activity A Activity B
Activity C Activity D
Activity E
Logical Relationship
FS•Finish to Start
SS•Start to Start
FF•Finish to Finish
SF•Start to Finish
Logical Relationship
Activity A Activity B
Finish to Start
F S
Logical Relationship
Activity A
Start to Start
SS
Activity B
Logical Relationship
Activity A
Fnish to Fnish
FF
Activity B
Logical Relationship
Activity A Activity B
Start to FinishSF
LS – Lastest Start Time
EF - Earliest Finish Time
ES - Earliest Start Time
CF – Critical Path
Precedence Diagram’s Notation
Total Float (TF) is the amount of time an activity can be delayed without delaying project end date.
Precedence Diagram’s Notation
How to calculate Float?
Float = LS – ES or LF - EF
Precedence Diagram’s Notation
Activity A
ES EF
LS LF
FORWARD PASS
BACKWARD PASS
Critical Path (CF) is the longest duration path in a network diagram.
And is the shortest time to complete project
It helps to determine the focus for project management efforts.
CF activities have Zero Float
Precedence Diagram’s Notation
Schedule Model
TF=0 TF=0
TF=0TF=0
THANKS FOR YOUR ATTENTION