D1: Event Times.

Slides:



Advertisements
Similar presentations
WBS: Lowest level OBS: Lowest level
Advertisements

IE 2030 Lecture 5: Project Management Drawing Gantt Charts Time on horizontal axis, Activities on vertical axis. 1 bar per activity Length of bar = required.
464 Lecture 09 CPM Revision. Scheduling Techniques r The scheduling techniques are î To plan, schedule, budget and control the many activities associated.
Chapter 17 Project Management McGraw-Hill/Irwin
ES=32 EF=34 LS=33 LF=35 ES=10 EF=16 LS=10 LF=16 ES=4+6=10 EF=10 LS=4
D1: Cascade (Gantt) Charts. A cascade (Gantt) chart is another way to represent the activities of an activity network. (Gantt is the name of the man who.
Spring 2008, King Saud University Arrow Diagramming Dr. Khalid Al-Gahtani 1 CPM Network Computation Computation Nomenclature The following definitions.
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.
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.
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.
إدارة المشروعات Projects Management
1 1 Slide © 2000 South-Western College Publishing/ITP Slides Prepared by JOHN LOUCKS.
Chapter 4: Schedule, cost, and situation analysis (pt. 1) ISE 443 / ETM 543 Fall 2013.
PREPARED BY : NOR AZAH BINTI AZIZ KOLEJ MATRIKULASI TEKNIKAL KEDAH PROJECT NETWORK DIAGRAM.
Prosjektstyring A (12) B (10) C (12) D (9) E (18) F (11) H (10) G (11) I (7) FF3 SS8 FF5 FF7FS0 SF21 SS8 FF3.
MGMT 483 Week 8 Scheduling.
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.
ActivityDurationPredecessor Activity A3- B5- C4A D7B E10B F3E G8C, D In this example, we will carry out a calculation by using an AOA-network and the information.
Chapters 8, 9, and 10 Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project Close-out.
Activity networks – Example 1 TaskDuration (hours)Immediate predecessors A3- B4- C6- D5A E1B F6B G7C, D, E The table below shows the tasks involved in.
ME 380 Project Planning. Critical Path Method (CPM) Elements: Activities & Events Feature: Precedence relations ActivityDurationPrecedence A4- B5- C3A.
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.
Module 5 – Networks and Decision Mathematics Chapter 24 – Directed Graphs.
1 ARCH 435 PROJECT MANAGEMENT Lecture 3: Project Time Planning (Arrow Diagramming Technique) Activity on Arrow (AOA)
15C Backward scanning and crashing
Prof. Awad Hanna Estimating Activity Duration Time Interval  Time Interval is selected according to the nature of the activity (seconds - minutes…) 
MANA 705 DL © Sistema Universitario Ana G. Méndez, All rights reserved. W6 6.2 Operation Management Operation Management Managing Projects Techniques.
The greedy method Suppose that a problem can be solved by a sequence of decisions. The greedy method has that each decision is locally optimal. These.
Software Project Management Task Estimating and Scheduling
Topic 5.8 ( only HL ) IB Business & Management Project Management Mr L Greenbank 1.
Irwin/McGraw-Hill © The McGraw-Hill Companies, Inc., 1999 PROJECT MANAGEMENT 18-1 Project Management.
Switch off your Mobiles Phones or Change Profile to Silent Mode.
11/02/09 Chapter 7-Project Planning 1 Elements of Project Planning  Divide project into tasks, tasks into subtasks, subtasks into...  Estimate duration.
Lecture 61 Project planning tool Lecture 62 Objectives Understand the reasons why projects sometimes fail Describe the different scheduling tools, including.
Chapter 7 – PERT, CPM and Critical Chain Operations Management by R. Dan Reid & Nada R. Sanders 4th Edition © Wiley 2010.
CPM – Critical Path Method Can normal task times be reduced? Is there an increase in direct costs? Additional manpower Additional machines Overtime, etc…
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.
 Chapter 6: Activity Planning – Part 3 NET481: Project Management Afnan Albahli.
Q1) A precedes C. B precedes D & E. C precedes F & G. D precedes G.
15B Critical path analysis. In a critical path analysis, edges represent activities. Nodes (vertices) represent the end of one activity and the start.
 Chapter 6: Activity Planning – Part 2 NET481: Project Management Afnan Albahli.
Project Management – Part 1. Overview What is a project? Project management techniques Activity lists Network diagrams Critical path analysis Gant charts.
DECISION 1. How do you do a Bubble Sort? Bubble Sort:  You compare adjacent items in a list;  If they are in order, leave them.  If they are not in.
IE 366 Chapter 6, Section 10 Project Planning and Scheduling.
Activity networks – Example 1
PERT and CPM.
Critical Path Analysis (CPA)
Section 2: Multiple choice
Project Time Management.
Developing a Project Plan
Planar Graphs & Euler’s Formula
Analysing the AoA network
Project Scheduling: networks, duration estimation, and critical path
Critical Path Analysis
Analysing the AoA network
Project Scheduling Basics Activity on Node Precedence Diagrams
Project Management CPM Method Tutorial-p1
Section 2: Multiple choice
BEST VIEWED IN SLIDE SHOW MODE
Project Management (lecture)
Activity Networks
Critical Path Analysis
Critical Path Analysis
Activity Networks
Exercise – A small building.
Project Management (lecture)
Operations Research Lecture 7.
Critical Path Analysis
Presentation transcript:

D1: Event Times

D1: Earliest Or Early Event Time The earliest event time is the earliest time that an event can be completed. You are looking to find the earliest time that all the activities leading into an event could be completed. If you think about this carefully you will see that the early event time must, in fact, be the value of the ‘longest’ or ‘heaviest’ route to the event. Let’s show this with an example.

D1: Earliest Or Early Event Time The early event time for the source node is always 0. The early event time for event 1 is 9; for event 2 it is 6. Event 3 has two edges leading into it but both give 12. The early event time for event 4 is 15. Events 5 and 6 both have two edges leading into them that would give different early event times… the early event times are 18 and 25 respectively.

D1: Earliest Or Early Event Time Finding early event times is an example of a forward scan. Forward scans go from the source node to the sink node. Once all the early event times for the events of an activity network are found, the early event time at the sink node is the minimum time it will take to complete the project. You can then start to find the latest or late event times. This is an example of a backward scan, as it goes from the sink node to the source node. Finding both the early and late event times is essential in critical path analysis. Look at the activity network again.

As you know, activities connect two events. D1: Latest Or Late Event Time To calculate late event times it will be useful to introduce two more definitions. 4 5 As you know, activities connect two events. F (7) Tail Event Head Event At the beginning of the activity, you have the tail event. At the end of the activity, you have the head event.

Late event time at head event D1: Latest Or Late Event Time The late event time for the sink node is the same as the early event time. Event Earliest Event Time Latest Event Time 1 9 2 6 7 3 12 16 4 15 5 18 25 For the other events, find: Late event time at head event SUBTRACT Activity Duration

Latest event time at head event minus activity duration D1: Event Times Notes The early event time is the biggest weight going into the event. The late event time is the smallest possible value of Latest event time at head event minus activity duration This is true! Most exam questions on this topic ask you to fill in the early and late event times on the activity network (see next slide). Beware of dummies! If you calculate all the possible event times in both directions, you are sure to find the right one.

D1: Early And Late Event Times