pdm - precedence diagram method

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PRECEDENCE DIAGRAM METHOD - PDM PHAN CAO TAI Joint Master Program National Taiwan University National University of Civil Engineering

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Page 1: PDM - Precedence Diagram Method

PRECEDENCE DIAGRAM METHOD - PDM

PHAN CAO TAI

Joint Master ProgramNational Taiwan University

National University of Civil Engineering

Page 2: PDM - Precedence Diagram Method

What is PDM?

Page 3: PDM - Precedence Diagram Method

A SCHEDULE MODEL

What is PDM ?

TECHNIQUE

Page 4: PDM - Precedence Diagram Method

What is PDM ?

ACTIVITY

ACTIVITYi j

ADM

PDMLogical relationship

Logical relationship

Page 5: PDM - Precedence Diagram Method

Why?

Page 6: PDM - Precedence Diagram Method

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.

Page 7: PDM - Precedence Diagram Method

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.

Page 8: PDM - Precedence Diagram Method

ADVANTAGES & DISADVANTAGES

Fewer ActivitiesComplicates

Manual Calculations

Page 9: PDM - Precedence Diagram Method

ADVANTAGES & DISADVANTAGES

Activity A Activity B

Activity C Activity D

Activity E

Page 10: PDM - Precedence Diagram Method

Logical Relationship

FS•Finish to Start

SS•Start to Start

FF•Finish to Finish

SF•Start to Finish

Page 11: PDM - Precedence Diagram Method

Logical Relationship

Activity A Activity B

Finish to Start

F S

Page 12: PDM - Precedence Diagram Method

Logical Relationship

Activity A

Start to Start

SS

Activity B

Page 13: PDM - Precedence Diagram Method

Logical Relationship

Activity A

Fnish to Fnish

FF

Activity B

Page 14: PDM - Precedence Diagram Method

Logical Relationship

Activity A Activity B

Start to FinishSF

Page 15: PDM - Precedence Diagram Method

LS – Lastest Start Time

EF - Earliest Finish Time

ES - Earliest Start Time

CF – Critical Path

Precedence Diagram’s Notation

Page 16: PDM - Precedence Diagram Method

Total Float (TF) is the amount of time an activity can be delayed without delaying project end date.

Precedence Diagram’s Notation

Page 17: PDM - Precedence Diagram Method

How to calculate Float?

Float = LS – ES or LF - EF

Precedence Diagram’s Notation

Activity A

ES EF

LS LF

FORWARD PASS

BACKWARD PASS

Page 18: PDM - Precedence Diagram Method

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

Page 19: PDM - Precedence Diagram Method

Schedule Model

TF=0 TF=0

TF=0TF=0

Page 20: PDM - Precedence Diagram Method

THANKS FOR YOUR ATTENTION