Precedence Network Calculations the basic information that should be calculated in the precedence network are: 1) Early activity start (ES) 2) Early activity.

Slides:



Advertisements
Similar presentations
PROJECT MANAGEMENT Chu Eu Ho Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology.
Advertisements

Lecture Network Analysis
Precedence Diagramming
WBS: Lowest level OBS: Lowest level
© The McGraw-Hill Companies, Software Project Management 4th Edition Activity planning Chapter 6.
Chapter 6 Time Planning & Networks
Richard Fisher 1 The University of Texas at Dallas Project Management BA 4320 Richard Fisher The University of Texas at Dallas.
PRJ566 Project Planning and Management Lecture: Network Diagrams.
PRJ566 Project Planning and Management Lecture: Dependencies and Network Diagrams.
ES=32 EF=34 LS=33 LF=35 ES=10 EF=16 LS=10 LF=16 ES=4+6=10 EF=10 LS=4
1 Lecture by Junaid Arshad Department of Engineering Management Abridged and adapted by A. M. Al-Araki, sept WBS: Lowest level OBS: Lowest level.
Network Diagramming Network Analysis  The common term for network analysis is PERT  PERT stands for Program Evaluation and Review Technique  The word.
Project Management Project  A series of related jobs usually directed toward some major output and requiring a significant time to perform Project management.
CSSE Sep.2008 Constructing and Analyzing the Project Network Diagram Chapter 6.
D1: Critical Events And Critical Paths. D1: Critical Events And Paths A critical path is the list of activities on an activity network that, if they are.
A simple set of tasks in “timeline-schedule” form Req. Gathering Req. Analysis High Level Design Detail Design & Code Test Case DevelopmentTest Execution.
Gantt Chart Graph or bar chart with a bar for each project activity that shows passage of time Provides visual display of project schedule Slack amount.
CSSE 372 Week 6 Day 2 Constructing and Analyzing the Project Network Diagram  PERT Chart PERT was invented for the Nautilus submarine project. Ok, maybe.
إدارة المشروعات Projects Management
Creating the Project Plan
PREPARED BY : NOR AZAH BINTI AZIZ KOLEJ MATRIKULASI TEKNIKAL KEDAH PROJECT NETWORK DIAGRAM.
CPA A house is to have new carpets fitted throughout. The work involved has been divided into a number of tasks, as shown in the table.
5/4/20151 NETWORK SCHEDULING TECHNIQUES. 5/4/20152 Network Diagrams  PMI defines the scheduling process as: “the identification of the project objectives.
Project Scheduling Critical Path Method
Construction Planning and Scheduling A G E NG 520 Schedule Computations Part #2 1. Definition and Computation of Total and Free Floats: Total Float : The.
Project Networks. A,4 B,3 C,4 D,6 E,3 H,6 F,5 G,4 I,2 St,0 Fin,0 Example Network - terminology C,t Activity Duration of Activity (ES, LS) Early Start.
Project Management OPER 576 Project Networks Greg Magnan, Ph.D. April 29, 2004.
Chapters 8, 9, and 10 Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project Close-out.
Network planning Learning objectives After these lectures you should be able to: - Produce and analyse activities networks - Calculate earliest and latest.
Project Management (2) Chapter 16, Part 2. EJR 2006 Review of Project Management, Part 1 What is a project? Examples of projects Project performance expectations.
Projects: Critical Paths Dr. Ron Lembke Operations Management.
Project Management Dr. Everette S. Gardner, Jr.. Project Management2 PERT / CPM advantages 1. Disciplined planning 2. Realistic objectives 3. Unambiguous.
Projmgmt-1/14 DePaul University Project Management I - Realistic Scheduling Instructor: David A. Lash.
Software project management (intro) Scheduling Network.
© 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Chapter 6 Project Management.
Time Management Ahmed Awad, Ph.D., PMP. Time Management It includes the processes required to ensure timely completion of the project. b Activity Definition.
Project Management Chapter 3 BUSI 2106 – Operations Management.
Project Time Management J. S. Chou, P.E., Ph.D.. 2 Activity Sequencing  Involves reviewing activities and determining dependencies.  A dependency or.
The Critical Path – Precedence diagram method Luise Lorenz Christina Mohr.
Project Time Management J. S. Chou, P.E., Ph.D.. 2 Activity Sequencing  Involves reviewing activities and determining dependencies.  A dependency or.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
1 Project Management Chapter Lecture outline Project planning Project scheduling Project control CPM/PERT Project crashing and time-cost trade-off.
© Construction Management Association of America. Do Not Duplicate or Reproduce. Standards of Practice Course CPM Scheduling Lab.
Irwin/McGraw-Hill © The McGraw-Hill Companies, Inc., 1999 PROJECT MANAGEMENT 18-1 Project Management.
PROJECT MANAGEMENT Definitions WBS = Work Breakdown Structure
A tutorial on MS Project James Burns. 22 Learning Objectives  Entering Tasks in the Gantt View  Task subordination  Linking of Tasks  Setting start.
ENGM 631 Optimization Ch. 10: PERT/CPM. Great Pyriamid of Cheops (2,500 B.C.) 42,300,000 Stone Blocks 440 Stories 4Accuracy of 0.04 inch 413 acres level.
5 th LectureCEN 4021: Software Engineering II Task Sequence and Effort representation  All tasks share at least two basic characteristics –Require effort.
Dr. Hany Abd Elshakour 2/18/ :27 PM 1. Dr. Hany Abd Elshakour 2/18/ :27 PM 2 Time Planning and Control Activity on Arrow (Arrow Diagramming.
Dependencies and Network Diagrams. Agenda Dependencies Milestones The Network Early/Late Start/End dates Slack/Float Critical Path.
Software Project Scheduling By: Sohaib Ejaz Introduction A Gantt chart is a graphical representation of the duration of tasks against the progression.
Project Management – Part 1. Overview What is a project? Project management techniques Activity lists Network diagrams Critical path analysis Gant charts.
The Network Diagram. When to Do What?  Carrying out one activity after the other may result in project completion, but it will take the longest possible.
Project Planning, Scheduling and Control Planning: –defines objectives, tasks and preceeding relationships; estimates time and resources Scheduling: –identifies.
ECE362 Principles of Design
Time Planning and Control Activity on Node Network (AON)
Project Management for Business
A tutorial on MS Project
Project Time Management.
معرفي روش هاي برنامه ريزي شبكه و محاسبات زمان
Time Planning and Control Precedence Diagram
ENM448-Project Planning and Management
Project Scheduling Basics Activity on Node Precedence Diagrams
Project Management CPM Method Tutorial-p1
תזמון פרויקטים.
Time Planning and Control Activity on Node Network (AON)
BEST VIEWED IN SLIDE SHOW MODE
In-Class Scheduling Exercise
Exercise – A small building.
Time Planning and Control Precedence Diagram
Presentation transcript:

Precedence Network Calculations the basic information that should be calculated in the precedence network are: 1) Early activity start (ES) 2) Early activity finish (EF) 3) Late activity start (LS) 4) Late activity finish (LF) 5) Free Float (FF) 6) Total Float (TF)

Precedence Network Calculations ES: the earliest time that an activity can start as determined by the latest of the early finish times of all immediately preceding activities. EF: the earliest time that an activity can finish, determined by EF = ES + D LS : the latest time that an activity can start without delaying the project completion. LS = LF – D. LF : the latest time that an activity can be finished without delaying the project completion, as determined by the earliest of the late starts of the immediately succeeding activities.

Precedence Network Calculations FF: the amount of time that an activity can be delayed before it impacts the start of any succeeding activities. TF: the amount of time that an activity can be delayed before it impacts the project completion.

Precedence Network Calculations The previously mentioned information can be illustrated in the activity nod in the network: Activity description DurationES EF LS LF TFFF

Precedence Network Calculations Dur. ES EFTFLF LS A B D FH C E G 1) Forward pass calculations 2) Backward pass calculations 3) Calculate total Float (TF = LS – ES OR LF – EF) Description 4) Determine the Critical Path The critical path passes through the critical activities where TF = 0

A B C D E F G H Bar / Gantt chart Early Start / Finish EF = ES + D Activity Time

A B C D E F G H Bar / Gantt chart Late Start / Finish LS = LF - D Activity Time

Bar / Gantt chart Time A B C D E F G H Activity

Schedule the following tasks TaskPred.DurationResource Units / day A--18 BA99 CA57 DC,B55 EC44 FD,E48 GE62 HF,G14