Tutorial 2 Project Management Activity Charts (PERT Charts)

Slides:



Advertisements
Similar presentations
Lecture 4 – PERT Diagrams & CPM
Advertisements

WBS: Lowest level OBS: Lowest level
PLANNING ENGINEERING AND PROJECT MANAGEMENT
Project Management CPM/PERT Professor Ahmadi.
1 1 Slide © 2006 Thomson South-Western. All Rights Reserved. Slides prepared by JOHN LOUCKS St. Edwards University.
Chapter 13 Project Scheduling: PERT/CPM
1 1 Slide © 2008 Thomson South-Western. All Rights Reserved Slides by JOHN LOUCKS St. Edwards University.
1 1 Slide © 2001 South-Western College Publishing/Thomson Learning Anderson Sweeney Williams Anderson Sweeney Williams Slides Prepared by JOHN LOUCKS QUANTITATIVE.
Operations Management Session 27: Project Management.
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.
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.
1 Topics to cover in 2 nd part ( to p2). 2 Chapter 8 - Project Management Chapter Topics ( to p3)
Project Scheduling Basic Approach. projectA project is a collection of tasks that must be completed in minimum time or at minimal cost. activitiesIt is.
1 1 Slide © 2005 Thomson/South-Western Q 5 – 13 x 1 = the probability that Station A will take Sitcom Rerun x 2 = the probability that Station A will take.
1 1 Slide © 2004 Thomson/South-Western Chapter 12 Project Scheduling: PERT/CPM n Project Scheduling with Known Activity Times n Project Scheduling with.
Project Scheduling Prof. Jiang Zhibin Dept. of IE, SJTU.
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.
1 1 Slide © 2000 South-Western College Publishing/ITP Slides Prepared by JOHN LOUCKS.
CS3500 Software Engineering Project Management (1) In 1986 one well-known software engineer (Tom DeMarco) made the simple but important observation: “You.
1 1 Slide © 2011 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole.
MGMT 483 Week 8 Scheduling.
1 1 Slide © 2009 South-Western, a part of Cengage Learning Slides by John Loucks St. Edward’s University.
1 1 Slide © 2005 Thomson/South-Western Chapter 10 Project Scheduling: PERT/CPM n Project Scheduling with Known Activity Times n Project Scheduling with.
Chapters 8, 9, and 10 Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project Close-out.
Project Scheduling. SEEM Project Scheduling (PS) To determine the schedules to perform the various activities (tasks) required to complete the project,
1 1 Slide © 2008 Thomson South-Western. All Rights Reserved Slides by JOHN LOUCKS St. Edward’s University.
Chapter 10 Project Scheduling: PERT/CPM
Module 5 – Networks and Decision Mathematics Chapter 24 – Directed Graphs.
1 Slide © 2005 Thomson/South-Western Chapter 10 Project Scheduling: PERT/CPM Project Scheduling with Known Activity Times Project Scheduling with Known.
Projects: Critical Paths Dr. Ron Lembke Operations Management.
Importance of Project Schedules
1 Material Management Class Note # 5-A ( in review ) Project Scheduling & Management Prof. Yuan-Shyi Peter Chiu Feb
Projmgmt-1/14 DePaul University Project Management I - Realistic Scheduling Instructor: David A. Lash.
The Critical Path – Precedence diagram method Luise Lorenz Christina Mohr.
PROJECT MANAGEMENT Outline What is project mean? Examples of projects… Project Planning and Control Project Life Cycle Gantt Chart PERT/CPM.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Chapter 17 Project Tracking. Objectives Identify, develop, and use project management tools to track project progress: Schedules Gantt Charts Toll Gate.
1.Pareto Analysis 2.Fish Diagram 3.Gantt Chart 4.PERT Diagram 5.Job/Worksite Analysis Guide.
1 1 Project Scheduling PERT/CPM Networks. 2 2 Originated by H.L.Gantt in 1918 GANTT CHART Advantages - Gantt charts are quite commonly used. They provide.
1 Material Management Class Note # 6 Project Scheduling & Management Prof. Yuan-Shyi Peter Chiu Feb
Switch off your Mobiles Phones or Change Profile to Silent Mode.
1 1 © 2003 Thomson  /South-Western Slide Slides Prepared by JOHN S. LOUCKS St. Edward’s University.
1 1 Slide © 2005 Thomson/South-Western Chapter 10 Project Scheduling: PERT/CPM n Project Scheduling with Known Activity Times n Project Scheduling with.
In Chapter 5: Scheduling the Project From Action Plan and WBS to Gantt chart and project network.  Gantt Chart  Project Network  Activity-on-arrow 
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
6/10/01Network Problems: DJK1 Network Problems Chapters 9 and 10.
PERT/CPM Chart David Nandigam 1. 2 PERT/CPM Chart Task. A project has been defined to contain the following list of activities along with their required.
Project Management Chapter 13 Sections 13.1, 13.2, and 13.3.
1 TCOM 5143 Lecture 11 Project Management. 2 What’s Project Management? Project management involves planning and scheduling the different activities of.
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.
Prof.Dr. Ahmet R. Özdural – Class Notes_06 - KMU417 Project Planning and Organization – Fall Semester.
IE 366 Chapter 6, Section 10 Project Planning and Scheduling.
Managing the Information Systems Project Cont’d
Project Management MGT 30725
Project Planning & Scheduling
Project Management (PERT/CPM) PREPARED BY CH. AVINASH
deterministic Fixed and known in advance, representing a
Project Scheduling Lecture # 1.
Project Planning & Scheduling
Project Management for Business
Projects: Critical Paths
Project Management CPM Method Tutorial-p2
PERT - The Program Evaluation and Review Technique
Slides Prepared by JOHN LOUCKS
Project Management CPM/PERT Professor Ahmadi.
Exercise – A small building.
AOA A style of project network diagram in which arrows
Presentation transcript:

Tutorial 2 Project Management Activity Charts (PERT Charts)

Activity Charts The Activity Network is sometimes called an Arrow Diagram or PERT Chart, where PERT stands for Programmed Evaluation Review Technique. It’s a Project Management software, which performs the critical path calculation, along with other tasks such as leveling and cost calculations.

Activity Network: How to understand it A project is composed of a set of actions or tasks. The Activity Network diagram displays interdependencies between tasks through the use of boxes and arrows. Arrows pointing into a task box come from its predecessor tasks. Arrows pointing out of a task box go to its successor tasks.

The Activity Network Diagram

Slack time & Critical path Slack time: The amount of time that a task can be delayed without affecting the completion time of the overall project is known as the slack time or float. Critical Path: The critical path through the diagram is the sequence of tasks which have zero slack time. Thus, if any task on the critical path finishes late, then the whole project will also finish late

How can it PERT charts Help you? Finding minimum completion times Determining maximum completion times Value of time for each step in the project Assigning specified times for parts of the project Creates a realistic schedule for the company

The Critical Path and Slack

Network analysis example 1996 MBA exam A project consists of 8 activities. The activity completion times and the precedence relationships are as follows: Activity Completion time Immediate predecessor (days) activities A 5 - B 7 - C 6 - D 3 A E 4 B,C F 2 C G 6 A,D H 5 E,F Draw the network diagram. Calculate the minimum overall project completion time and identify which activities are critical. If activity E is delayed by 3 days how is the project completion time affected? If activity F is delayed by 3 days how is the project completion time affected?

Network Diagram 1

Calculate the minimum overall project completion time Let E i represent the earliest start time for activity i such that all its preceding activities have been finished. We calculate the values of the E i (i=A,B,...,I) by going forward, from left to right, in the network diagram. To ease the notation let T i be the activity completion time associated with activity i (e.g. T B = 7). Then the E i are given by: E A = 0 (assuming we start at time zero) E B = 0 (assuming we start at time zero) E C = 0 (assuming we start at time zero) E D = E A + T A = = 5 E G = max[E A + T A, E D + T D ] = max[0 + 5, 5 + 3] = 8 E E = max[E B + T B, E C + T C ] = max[0 + 7, 0 + 6] = 7 E F = E C + T C = = 6 E H = max[E E + T E, E F + T F ] = max[7 + 4, 6 + 2] = 11 E I = max[E G + T G, E H + T H ] = max[8 + 6, ] = 16 Hence the minimum possible completion time for the entire project is 16 days, i.e. 16 days is the minimum time needed to complete all the activities.

Calculate the latest times for each activity Let L i represent the latest start time we can start activity i and still complete the project in the minimum overall completion time. We calculate the values of the L i (i=A,B,...,I) by going backward, from right to left, in the network diagram. Hence: L I = 16 L G = L I - T G = = 10 L H = L I - T H = = 11 L D = L G - T D = = 7 L A = min[L D - T A, L G - T A ] = min[7 - 5, ] = 2 L E = L H - T E = = 7 L F = L H - T F = = 9 L C = min[L E - T C, L F - T C ] = min[7 - 6, 9 - 6] = 1 L B = L E - T B = = 0 Note that as a check all latest times are >=0 at least one activity has a latest start time value of zero.

Calculate The Slack time slack or float time F i available is given by F i = L i - E i Activity L i E i Float F i A B C D E F G H Any activity with a float of zero is critical. Note here that, as a check, all float values should be >= 0. Hence the critical activities are B, E and H and the floats for the non-critical activities are given in the table above.

Solution If activity E is delayed by 3 days then as E is critical the project completion time increases by exactly 3 days. If activity F is delayed by 3 days then as F has a float of 3 days the project completion time is unaffected.

Example 2 The project consists of 8 activities. ActivityPreceding ActivityExpected Time(in days) 1. Requirements Collection _______ 5 2. Screen Design Report Design Data Base Design 2,32 5. User Documentation Programming Testing Installation 5,71

Network Diagram Activities as numbered in the table