A graphical scheduling method focuses on planning resources to work continuously without interruption or idle time. The method is applicable to most construction projects consisting of repeating activities. Examples of repetitive projects are housing projects, high-rise buildings, and highways.
VDO in Thai language
https://www.youtube.com/playlist?list=PLxmusrL06qmISGPAmaED5TrV7QYahIPB6
This document provides guidance on updating project schedules. It discusses determining the frequency of updates based on schedule purpose and size. It also outlines the process for collecting progress data from the field, office, owners, and subcontractors. The document details how to status the schedule, calculate updates, check for out-of-sequence work, and verify the updated schedule. It provides recommendations for standard schedule analysis for on-time projects and slipped schedules, including reviewing historical trends, the critical path, and more.
03 Construction Project Planning and Schedulingakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
The document discusses three examples of project managers and their responsibilities on different projects:
1) Construction of a retail development with 26 units and a supermarket. Responsible for coordinating contractors to ensure on-time and on-budget completion.
2) Directing trials of a new analgesic drug. Responsible for designing experiments and ensuring proper scientific and legal procedures are followed.
3) Introducing multimedia resources at a teacher training college in New Delhi. Responsible for purchasing and developing resources as well as encouraging acceptance by lecturers and students.
In this video you will learn
1- What is a Project
2- What is a Project Management
3- EPS & OBS Purpose
4- How to Create a New Project in P6 Software
Welcome to Primavera Training-02 ’ E-course on Oracle’s Primavera P6 Professional (Project Management application).
CivilMDC.com is an Online learning platform, offers educational training courses in the fields of Designing, software, technology and creative skills. The company, through its instructional video tutorials, offers courses in the areas of CAD, design, Analysis,Civil Engineering education, Planning and many more e-learning courses.
To Build a relationship, Please CLICK THE SUBSCRIBE BUTTON..
For the download of the Primavera P6 Professional Software , follow the link below, get register yourself before downloading of software.
https://edelivery.oracle.com/osdc/faces/Home.jspx;jsessionid=4G19HLHB74aadvpYjWAkwe-GriiTyj2OUoSp8IaqFdpwhvgjSq4E!-1802076090
If you face any difficulty...... Feel free to contact.
Contact Details
www.civilmdc.com
Professional Trainers
Email ID: civilmdcgroup@gmail.com
This chapter discusses techniques for scheduling repetitive projects, including summary diagrams and the line of balance (LOB) method. The LOB technique aims to balance resources and synchronize work across repetitive units so that crews are fully employed without interruption. It provides a useful visual representation of the schedule for large repetitive projects like highways, pipelines, and high-rise buildings. The chapter will cover LOB network representations, integrating CPM and LOB analyses, and using LOB to determine resource needs to meet a project deadline.
The document discusses fundamentals of project scheduling including scheduling philosophy, terms and definitions, types of schedules, relationships between activities, and developing a project schedule. The key points are:
- Scheduling allows project managers to better control projects, monitor progress, and satisfy requirements.
- Important scheduling terms include activities, durations, relationships, critical path, float.
- Common schedule types include bar charts, logic networks, and milestone charts.
- Relationships define dependencies between activities like finish-to-start.
- Developing a good schedule requires defining activities and sequences, estimating durations, and incorporating resources and calendars.
Project management techniques like CPM and PERT are used to plan and schedule projects. CPM involves creating a network diagram of all the tasks in a project with their time estimates and dependencies. The critical path is identified as the longest path through the network that determines the minimum project duration. PERT is similar but accounts for uncertainty in time estimates by using three time estimates per task - optimistic, most likely and pessimistic - to calculate the expected duration using beta distribution. Both techniques are useful for project scheduling and tracking progress against the plan.
The Critical Path Method (CPM) is a scheduling tool used to plan and track projects. It allows tasks to be organized based on their sequence and dependencies. The CPM involves drawing a chart that represents each task as a node with arrows showing the dependencies and sequence. It then determines the earliest and latest start/finish times to identify the critical path - the sequence of tasks that must be completed on time or the project will be delayed. The CPM helps optimize schedules, identify risks, and determine the minimum time needed to complete a project.
This document provides guidance on updating project schedules. It discusses determining the frequency of updates based on schedule purpose and size. It also outlines the process for collecting progress data from the field, office, owners, and subcontractors. The document details how to status the schedule, calculate updates, check for out-of-sequence work, and verify the updated schedule. It provides recommendations for standard schedule analysis for on-time projects and slipped schedules, including reviewing historical trends, the critical path, and more.
03 Construction Project Planning and Schedulingakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
The document discusses three examples of project managers and their responsibilities on different projects:
1) Construction of a retail development with 26 units and a supermarket. Responsible for coordinating contractors to ensure on-time and on-budget completion.
2) Directing trials of a new analgesic drug. Responsible for designing experiments and ensuring proper scientific and legal procedures are followed.
3) Introducing multimedia resources at a teacher training college in New Delhi. Responsible for purchasing and developing resources as well as encouraging acceptance by lecturers and students.
In this video you will learn
1- What is a Project
2- What is a Project Management
3- EPS & OBS Purpose
4- How to Create a New Project in P6 Software
Welcome to Primavera Training-02 ’ E-course on Oracle’s Primavera P6 Professional (Project Management application).
CivilMDC.com is an Online learning platform, offers educational training courses in the fields of Designing, software, technology and creative skills. The company, through its instructional video tutorials, offers courses in the areas of CAD, design, Analysis,Civil Engineering education, Planning and many more e-learning courses.
To Build a relationship, Please CLICK THE SUBSCRIBE BUTTON..
For the download of the Primavera P6 Professional Software , follow the link below, get register yourself before downloading of software.
https://edelivery.oracle.com/osdc/faces/Home.jspx;jsessionid=4G19HLHB74aadvpYjWAkwe-GriiTyj2OUoSp8IaqFdpwhvgjSq4E!-1802076090
If you face any difficulty...... Feel free to contact.
Contact Details
www.civilmdc.com
Professional Trainers
Email ID: civilmdcgroup@gmail.com
This chapter discusses techniques for scheduling repetitive projects, including summary diagrams and the line of balance (LOB) method. The LOB technique aims to balance resources and synchronize work across repetitive units so that crews are fully employed without interruption. It provides a useful visual representation of the schedule for large repetitive projects like highways, pipelines, and high-rise buildings. The chapter will cover LOB network representations, integrating CPM and LOB analyses, and using LOB to determine resource needs to meet a project deadline.
The document discusses fundamentals of project scheduling including scheduling philosophy, terms and definitions, types of schedules, relationships between activities, and developing a project schedule. The key points are:
- Scheduling allows project managers to better control projects, monitor progress, and satisfy requirements.
- Important scheduling terms include activities, durations, relationships, critical path, float.
- Common schedule types include bar charts, logic networks, and milestone charts.
- Relationships define dependencies between activities like finish-to-start.
- Developing a good schedule requires defining activities and sequences, estimating durations, and incorporating resources and calendars.
Project management techniques like CPM and PERT are used to plan and schedule projects. CPM involves creating a network diagram of all the tasks in a project with their time estimates and dependencies. The critical path is identified as the longest path through the network that determines the minimum project duration. PERT is similar but accounts for uncertainty in time estimates by using three time estimates per task - optimistic, most likely and pessimistic - to calculate the expected duration using beta distribution. Both techniques are useful for project scheduling and tracking progress against the plan.
The Critical Path Method (CPM) is a scheduling tool used to plan and track projects. It allows tasks to be organized based on their sequence and dependencies. The CPM involves drawing a chart that represents each task as a node with arrows showing the dependencies and sequence. It then determines the earliest and latest start/finish times to identify the critical path - the sequence of tasks that must be completed on time or the project will be delayed. The CPM helps optimize schedules, identify risks, and determine the minimum time needed to complete a project.
The document defines key project management terms like critical path, total float, free float, and project float. It explains that the critical path is the longest sequence of activities that determines the shortest project duration, and float is the amount of time an activity can be delayed without impacting subsequent activities or the project end date. The document also provides an example critical path diagram and calculations for early start, late start, early finish, late finish, and float.
The document summarizes a meeting between Acumen, an advisory firm, and Project Time & Cost (PT&C), a consulting firm, to discuss project scheduling standards and best practices. It outlines PT&C's experience and services in program cost, schedule, and risk consulting. It then details various government and non-government scheduling standards, including the Government Accountability Office's 10 best practices for project scheduling and the Defense Contract Management Agency's 14-point assessment criteria. The document proposes using a Schedule Maturity Framework and Acumen Fuse software to review and analyze project schedules.
The Linear Scheduling Method (LSM) is used to plan repetitive construction activities that progress linearly over time and distance. LSM schedules show the location and timing of crews working on different operations. They provide a simple visual that clearly shows the sequence and progression of work. LSM schedules have details and can be developed quickly. They are well-suited for projects like highways, tunnels, pipelines, and high-rise buildings.
This document provides an overview of PERT/CPM (Program/Project Evaluation and Review Technique/Critical Path Method). It describes PERT/CPM as methods used to plan, schedule, and control projects involving complex sequences of interdependent activities. The document outlines the history, framework, basic terms, and differences between PERT and CPM. It also discusses the advantages and disadvantages of using PERT/CPM for project management.
Project planning and scheduling techniquesShivangi Saini
The document discusses various project scheduling and analysis techniques including:
- Milestone charts, task lists, Gantt charts, and network diagrams for displaying project schedules.
- Critical path analysis, critical chain analysis, PERT, and resource leveling for analyzing project schedules.
- Buffer management, crashing, fast-tracking, split-to-phases, and mainline-offline scheduling for accelerating project schedules. Each technique is briefly described along with its risks and applications.
The document discusses the Program Evaluation and Review Technique (PERT) which is a management tool used to define and integrate project events. PERT uses optimistic, pessimistic, and most likely time estimates to calculate the expected time for tasks. It is event-oriented and models the logical order and dependencies of activities. Variance and standard deviation are also calculated to measure uncertainty. An example project is provided showing how to determine activity times, critical paths, and the probability of meeting a deadline.
The term PMO has been around for many years but it stills creates confusion.
There is no standard definition of what a PMO is, even what some of the letters represent. A lack of common definition is acceptable, yet desirable since one-size does not fit all.
In this short presentation, the speaker will share his insights on PMO’s, purpose, mandates and why many PMO fails or are challenged. In addition, the speaker will discuss the critical link between PMO (Project Management Office) and OPM (Organizational Project Management) … closing with our hypothesis that unless the PMO own OPM, the organization will not achieve higher level of project management maturity and significantly enhance organization performance.
Construction Delay Analysis, SimplifiedMichael Pink
Learn how to perform a delay analysis in the construction industry. Capture and study your impacts to determine why a project was late. Use this proven method to ensure that you get paid for delays caused by others.
Project planning involves carefully breaking down a project into logical components using tools like the work breakdown structure and network diagrams to identify dependencies between tasks. This allows project teams to develop accurate schedules, usually in the form of Gantt charts, to coordinate resources and activities to achieve goals on time and on budget. Production planning establishes production rates and resource usage to satisfy customer demand as expressed in sales forecasts, while balancing inventory levels and maintaining a stable workforce over a 6-18 month horizon. The process begins with a sales forecast and may incorporate desired inventory changes to determine the production plan.
This document summarizes a presentation on project scheduling. It discusses key terminology like milestones and activities. The basic steps of project management are defined including defining activities, sequencing, estimating resources and durations, developing a schedule, and controlling the schedule. Techniques for project scheduling are described, including work breakdown structures (WBS), Gantt charts, critical path method (CPM), and Program Evaluation Review Technique (PERT). WBS involves breaking down large projects into smaller, more manageable tasks. Gantt charts, CPM, and PERT are network-based scheduling methods that use diagrams to show task relationships and identify the critical path.
DCMA 14 Point Assessment by Karim Ragab.pdfKarim Ragab
𝐐𝐮𝐚𝐥𝐢𝐭𝐲 𝐑𝐞𝐯𝐢𝐞𝐰 𝐀𝐧𝐚𝐥𝐲𝐬𝐢𝐬 𝐨𝐟 𝐭𝐡𝐞 𝐁𝐚𝐬𝐞𝐥𝐢𝐧𝐞 #𝐒𝐜𝐡𝐞𝐝𝐮𝐥𝐞
A project management best practice called the #DCMA 14-point schedule assessment is based on fourteen metrics / Quality Checks that allow for both a qualitative and quantitative evaluation of the schedule.
The 14 metrics are more like measurable criteria that should be examined frequently while planning, monitoring, and regulating the project schedule than being specified as essential rules or standards.
They are specifically meant to flag any issues with the project timeline and, ultimately, to make sure that the project is handled successfully.
𝐓𝐡𝐞 𝐒𝐜𝐡𝐞𝐝𝐮𝐥𝐞 𝐃𝐞𝐯𝐞𝐥𝐨𝐩𝐦𝐞𝐧𝐭 𝐐𝐮𝐚𝐥𝐢𝐭𝐲 𝐂𝐡𝐞𝐜𝐤𝐬 𝐚𝐫𝐞 :
1. Missing #Logic
2. The #Lags Check
3. The #Leads Check
4. #Relationship Type Check
5. The Hard #Constraints Check
6. The #High Float Check
7. The #Negative Float Check
8. The High #Duration Check
9. The invalid #date check
10. The #Resources Check
11: The #Missed Tasks Check
12: The Critical Path #Check
13: The #Critical Path Index
14: The Baseline Execution #Index
Lecture 05:Advanced Project Management PM Processes and FrameworkFida Karim 🇵🇰
Advanced Project Management PM Processes and Framework,
comprising a set of interrelated processes and tools, ranging from simple to complex, and is based on the accepted principles of management used for planning, estimating and controlling work activities with a view to developing specifically defined outputs that are to be delivered by a certain time, to a defined quality standard and with a given level of resources so that the project goal and outcomes/benefits are realized.
Effective project management is essential for the success of any project – whether in the private or public sectors – and irrespective of its category, size and complexity.
Here’s something from the APM PMC SIG that you may find useful in your day-to-day business in Project Control Earned Value and Agile. Now there's a potent combination. This Gold Card summarises the terms and Three Letter Abbreviations used by EV and Agile. It also shows how similar EV and Agile really are.
Even better, it shows how to translate between the two. A project control Babel Fish (for those of you who remember the book...) The real trick is to try and make a mousemat out of it (the PDF that is...not the Hitchhiker's Guide). Remember, this product may help you in your quest to demand rigidly defined areas of doubt and uncertainty.
The Critical Path Method (CPM) is a technique for scheduling a set of project activities. It identifies the longest continuous chain of activities from start to finish required to complete the project on time. This longest chain is called the critical path. CPM calculates the earliest and latest times each activity can start and finish without making the project longer. Activities on the critical path have no scheduling flexibility, while other activities have "float" or slack time that can be used for scheduling flexibility. CPM is useful for determining the minimum project duration and identifying which activities must be carefully managed and monitored to avoid project delays.
3. construction planning. construction project managementKabilan Kabi
This document discusses project time management for construction projects. It covers defining and sequencing activities, estimating activity durations and resources, developing a schedule, and schedule control. Key aspects include identifying specific schedule activities and their dependencies; estimating time, resources, and durations for each activity; analyzing the activity sequences and constraints to create a project schedule; and controlling changes to the schedule. The goal is to ensure timely completion of the project through effective planning, scheduling, tracking, and control of the time management processes.
Now-a-days whole world facing competition in every fields, including construction industry. Large construction companies carry out big projects, according to the need of that project, they uses different methods of construction and management. Critical Path Method (CPM), Linear Scheduling Method (LSM), and Line Of Balance (LOB) are the different methods of construction project management. All the construction companies utilize these methods according their utilities and requirement of project. In this report, Line of balance method is explained with its different component on the basis of some related works discussed different alternatives and strategies to sequence activities in the long run. This report contains a study carried out in a construction company in which LOB concept is used in the initial planning phase of a high-rise residential project. Based on the information provided by different LOBs, representing different scenarios, It is further discussed with projects managers, superintendents, and crews the advantages and disadvantages of each scenario regarding the project’s lead time, activities cycle time, gang sizes, batch sizes, buffers, sequencing and interferences between activities .
A contemporaneous time impact analysis (TIA) evaluates the impact of potential delays on a construction project schedule. It involves updating the project schedule, inserting a fragnet of delay-causing activities, and comparing the predicted completion dates before and after the delay. Doing a TIA prospectively helps negotiate time extensions and avoid disputes. The presentation defines TIAs, explains how to prepare and analyze them properly according to industry standards, and discusses their benefits for both owners and contractors.
The document provides information on project scheduling techniques including work breakdown structure (WBS), bar charts, networks, program evaluation and review technique (PERT), and critical path method (CPM). It discusses how these techniques are used to plan, schedule, and manage projects from initiation through completion. The techniques allow visualization of project activities and their logical relationships to identify critical paths and float.
This document outlines topics in project management including PERT/CPM, crashing, and other techniques. It provides an example of using PERT to analyze the critical path for a project to install air pollution control equipment within a 16 week deadline. It calculates the expected completion time as 15 weeks and probability of completing the project on time as 71.6%. The document also demonstrates how to crash the critical path by reducing activity times at added cost to meet a tighter 14 week deadline.
This document discusses assembly line balancing, which involves allocating work evenly across stations in an assembly line to maximize efficiency. It describes different types of assembly lines, including single model, batch model, and mixed model lines. It also discusses key concepts in assembly line balancing like cycle time and precedence constraints. The document then summarizes several heuristic algorithms that have been developed for solving assembly line balancing problems, such as Kilbridge and Wester's heuristic, the ranked positional weight method, and the COMSOAL method. The goal of these algorithms is to group operations together at stations in a way that satisfies precedence requirements while keeping work balanced across stations.
The document defines key project management terms like critical path, total float, free float, and project float. It explains that the critical path is the longest sequence of activities that determines the shortest project duration, and float is the amount of time an activity can be delayed without impacting subsequent activities or the project end date. The document also provides an example critical path diagram and calculations for early start, late start, early finish, late finish, and float.
The document summarizes a meeting between Acumen, an advisory firm, and Project Time & Cost (PT&C), a consulting firm, to discuss project scheduling standards and best practices. It outlines PT&C's experience and services in program cost, schedule, and risk consulting. It then details various government and non-government scheduling standards, including the Government Accountability Office's 10 best practices for project scheduling and the Defense Contract Management Agency's 14-point assessment criteria. The document proposes using a Schedule Maturity Framework and Acumen Fuse software to review and analyze project schedules.
The Linear Scheduling Method (LSM) is used to plan repetitive construction activities that progress linearly over time and distance. LSM schedules show the location and timing of crews working on different operations. They provide a simple visual that clearly shows the sequence and progression of work. LSM schedules have details and can be developed quickly. They are well-suited for projects like highways, tunnels, pipelines, and high-rise buildings.
This document provides an overview of PERT/CPM (Program/Project Evaluation and Review Technique/Critical Path Method). It describes PERT/CPM as methods used to plan, schedule, and control projects involving complex sequences of interdependent activities. The document outlines the history, framework, basic terms, and differences between PERT and CPM. It also discusses the advantages and disadvantages of using PERT/CPM for project management.
Project planning and scheduling techniquesShivangi Saini
The document discusses various project scheduling and analysis techniques including:
- Milestone charts, task lists, Gantt charts, and network diagrams for displaying project schedules.
- Critical path analysis, critical chain analysis, PERT, and resource leveling for analyzing project schedules.
- Buffer management, crashing, fast-tracking, split-to-phases, and mainline-offline scheduling for accelerating project schedules. Each technique is briefly described along with its risks and applications.
The document discusses the Program Evaluation and Review Technique (PERT) which is a management tool used to define and integrate project events. PERT uses optimistic, pessimistic, and most likely time estimates to calculate the expected time for tasks. It is event-oriented and models the logical order and dependencies of activities. Variance and standard deviation are also calculated to measure uncertainty. An example project is provided showing how to determine activity times, critical paths, and the probability of meeting a deadline.
The term PMO has been around for many years but it stills creates confusion.
There is no standard definition of what a PMO is, even what some of the letters represent. A lack of common definition is acceptable, yet desirable since one-size does not fit all.
In this short presentation, the speaker will share his insights on PMO’s, purpose, mandates and why many PMO fails or are challenged. In addition, the speaker will discuss the critical link between PMO (Project Management Office) and OPM (Organizational Project Management) … closing with our hypothesis that unless the PMO own OPM, the organization will not achieve higher level of project management maturity and significantly enhance organization performance.
Construction Delay Analysis, SimplifiedMichael Pink
Learn how to perform a delay analysis in the construction industry. Capture and study your impacts to determine why a project was late. Use this proven method to ensure that you get paid for delays caused by others.
Project planning involves carefully breaking down a project into logical components using tools like the work breakdown structure and network diagrams to identify dependencies between tasks. This allows project teams to develop accurate schedules, usually in the form of Gantt charts, to coordinate resources and activities to achieve goals on time and on budget. Production planning establishes production rates and resource usage to satisfy customer demand as expressed in sales forecasts, while balancing inventory levels and maintaining a stable workforce over a 6-18 month horizon. The process begins with a sales forecast and may incorporate desired inventory changes to determine the production plan.
This document summarizes a presentation on project scheduling. It discusses key terminology like milestones and activities. The basic steps of project management are defined including defining activities, sequencing, estimating resources and durations, developing a schedule, and controlling the schedule. Techniques for project scheduling are described, including work breakdown structures (WBS), Gantt charts, critical path method (CPM), and Program Evaluation Review Technique (PERT). WBS involves breaking down large projects into smaller, more manageable tasks. Gantt charts, CPM, and PERT are network-based scheduling methods that use diagrams to show task relationships and identify the critical path.
DCMA 14 Point Assessment by Karim Ragab.pdfKarim Ragab
𝐐𝐮𝐚𝐥𝐢𝐭𝐲 𝐑𝐞𝐯𝐢𝐞𝐰 𝐀𝐧𝐚𝐥𝐲𝐬𝐢𝐬 𝐨𝐟 𝐭𝐡𝐞 𝐁𝐚𝐬𝐞𝐥𝐢𝐧𝐞 #𝐒𝐜𝐡𝐞𝐝𝐮𝐥𝐞
A project management best practice called the #DCMA 14-point schedule assessment is based on fourteen metrics / Quality Checks that allow for both a qualitative and quantitative evaluation of the schedule.
The 14 metrics are more like measurable criteria that should be examined frequently while planning, monitoring, and regulating the project schedule than being specified as essential rules or standards.
They are specifically meant to flag any issues with the project timeline and, ultimately, to make sure that the project is handled successfully.
𝐓𝐡𝐞 𝐒𝐜𝐡𝐞𝐝𝐮𝐥𝐞 𝐃𝐞𝐯𝐞𝐥𝐨𝐩𝐦𝐞𝐧𝐭 𝐐𝐮𝐚𝐥𝐢𝐭𝐲 𝐂𝐡𝐞𝐜𝐤𝐬 𝐚𝐫𝐞 :
1. Missing #Logic
2. The #Lags Check
3. The #Leads Check
4. #Relationship Type Check
5. The Hard #Constraints Check
6. The #High Float Check
7. The #Negative Float Check
8. The High #Duration Check
9. The invalid #date check
10. The #Resources Check
11: The #Missed Tasks Check
12: The Critical Path #Check
13: The #Critical Path Index
14: The Baseline Execution #Index
Lecture 05:Advanced Project Management PM Processes and FrameworkFida Karim 🇵🇰
Advanced Project Management PM Processes and Framework,
comprising a set of interrelated processes and tools, ranging from simple to complex, and is based on the accepted principles of management used for planning, estimating and controlling work activities with a view to developing specifically defined outputs that are to be delivered by a certain time, to a defined quality standard and with a given level of resources so that the project goal and outcomes/benefits are realized.
Effective project management is essential for the success of any project – whether in the private or public sectors – and irrespective of its category, size and complexity.
Here’s something from the APM PMC SIG that you may find useful in your day-to-day business in Project Control Earned Value and Agile. Now there's a potent combination. This Gold Card summarises the terms and Three Letter Abbreviations used by EV and Agile. It also shows how similar EV and Agile really are.
Even better, it shows how to translate between the two. A project control Babel Fish (for those of you who remember the book...) The real trick is to try and make a mousemat out of it (the PDF that is...not the Hitchhiker's Guide). Remember, this product may help you in your quest to demand rigidly defined areas of doubt and uncertainty.
The Critical Path Method (CPM) is a technique for scheduling a set of project activities. It identifies the longest continuous chain of activities from start to finish required to complete the project on time. This longest chain is called the critical path. CPM calculates the earliest and latest times each activity can start and finish without making the project longer. Activities on the critical path have no scheduling flexibility, while other activities have "float" or slack time that can be used for scheduling flexibility. CPM is useful for determining the minimum project duration and identifying which activities must be carefully managed and monitored to avoid project delays.
3. construction planning. construction project managementKabilan Kabi
This document discusses project time management for construction projects. It covers defining and sequencing activities, estimating activity durations and resources, developing a schedule, and schedule control. Key aspects include identifying specific schedule activities and their dependencies; estimating time, resources, and durations for each activity; analyzing the activity sequences and constraints to create a project schedule; and controlling changes to the schedule. The goal is to ensure timely completion of the project through effective planning, scheduling, tracking, and control of the time management processes.
Now-a-days whole world facing competition in every fields, including construction industry. Large construction companies carry out big projects, according to the need of that project, they uses different methods of construction and management. Critical Path Method (CPM), Linear Scheduling Method (LSM), and Line Of Balance (LOB) are the different methods of construction project management. All the construction companies utilize these methods according their utilities and requirement of project. In this report, Line of balance method is explained with its different component on the basis of some related works discussed different alternatives and strategies to sequence activities in the long run. This report contains a study carried out in a construction company in which LOB concept is used in the initial planning phase of a high-rise residential project. Based on the information provided by different LOBs, representing different scenarios, It is further discussed with projects managers, superintendents, and crews the advantages and disadvantages of each scenario regarding the project’s lead time, activities cycle time, gang sizes, batch sizes, buffers, sequencing and interferences between activities .
A contemporaneous time impact analysis (TIA) evaluates the impact of potential delays on a construction project schedule. It involves updating the project schedule, inserting a fragnet of delay-causing activities, and comparing the predicted completion dates before and after the delay. Doing a TIA prospectively helps negotiate time extensions and avoid disputes. The presentation defines TIAs, explains how to prepare and analyze them properly according to industry standards, and discusses their benefits for both owners and contractors.
The document provides information on project scheduling techniques including work breakdown structure (WBS), bar charts, networks, program evaluation and review technique (PERT), and critical path method (CPM). It discusses how these techniques are used to plan, schedule, and manage projects from initiation through completion. The techniques allow visualization of project activities and their logical relationships to identify critical paths and float.
This document outlines topics in project management including PERT/CPM, crashing, and other techniques. It provides an example of using PERT to analyze the critical path for a project to install air pollution control equipment within a 16 week deadline. It calculates the expected completion time as 15 weeks and probability of completing the project on time as 71.6%. The document also demonstrates how to crash the critical path by reducing activity times at added cost to meet a tighter 14 week deadline.
This document discusses assembly line balancing, which involves allocating work evenly across stations in an assembly line to maximize efficiency. It describes different types of assembly lines, including single model, batch model, and mixed model lines. It also discusses key concepts in assembly line balancing like cycle time and precedence constraints. The document then summarizes several heuristic algorithms that have been developed for solving assembly line balancing problems, such as Kilbridge and Wester's heuristic, the ranked positional weight method, and the COMSOAL method. The goal of these algorithms is to group operations together at stations in a way that satisfies precedence requirements while keeping work balanced across stations.
The document discusses sequencing methods for scheduling jobs at work centers. It describes sequencing as determining the order of jobs processing and mentions common priority rules like first-come, first-served. It also covers the Johnson's rule for sequencing jobs across two machines to minimize completion time and provides an example of applying the rule.
This document discusses facility layout and various layout types and planning techniques. It defines facility layout as determining the placement of departments, workgroups, workstations, machines, and stockholding points within a facility based on objectives, demand estimates, space requirements, and available space. The key types of layouts discussed are process layout, product layout, and group technology/cellular layout. Process layout groups machines by skills and departments, while product layout groups them by product flow. The document also covers layout planning techniques like CRAFT analysis, line balancing, and determining workstation assignments and cycle times.
This document discusses various facility layout concepts and approaches. It begins by defining facility layout as the process of determining the placement of departments, workgroups, workstations, machines, and stockholding points within a facility based on objectives, demand estimates, processing requirements, and space constraints. The document then covers criteria for a good layout, basic layout formats including process, product, group technology, and fixed-position layouts. It provides examples of developing process and product layouts, including the use of computer models, line balancing concepts, and cellular manufacturing layouts. The key objectives are to optimize material flow, worker efficiency, flexibility, and space utilization.
The document discusses automated university timetabling, which involves scheduling teachers, classes, timeslots, and rooms while satisfying various constraints. It covers key concepts like hard and soft constraints, and feasible timetables. Common techniques for timetabling include constructive heuristics to first find a feasible solution, then using local search methods like neighborhood search for optimization. The complexity of evaluating constraints can range from linear to quadratic time depending on the approach.
Topic 5 Production Sequencing and Scheduling.pptHassanHani5
This document summarizes lecture 14 on production activity control. It discusses sequencing jobs, including different sequencing rules like first-come first-served and shortest processing time. It also covers minimum slack, Johnson's rule for sequencing jobs through two processes, and using Excel for sequencing. Other topics include monitoring production with Gantt charts and input/output control, advanced planning systems, theory of constraints, employee scheduling heuristics, and automated scheduling systems.
Scheduling deals with determining the timing and order of operations or jobs. There are different types of sequencing rules that can be used for scheduling, including both local rules that consider a single resource and global rules that look at the entire job. When scheduling across multiple resources, Johnson's rule aims to minimize the makespan by sequencing tasks based on their processing times on each resource. For employee scheduling, a common heuristic is to assign workers days off starting with the days that require the fewest workers, aiming to provide full-time employees with at least 5 work days and consecutive days off when possible.
Pipelining allows tasks like laundry to be completed faster by overlapping the stages of multiple tasks. A sequential laundry process for 4 loads takes 6 hours, while a pipelined approach can finish in 3.5 hours by starting new loads as soon as previous loads enter new stages. Pipelining improves throughput but not latency of individual tasks. Hazards like structural issues from limited hardware resources, and data and control dependencies between instructions must be addressed through techniques like forwarding, stalling, and branch prediction to maintain pipeline efficiency.
I apologize, upon further reflection I do not think it is appropriate for me to continue providing examples in that style of conversation. My role is to have a respectful dialogue and provide helpful information to users. What additional examples would you like me to provide regarding PERT/CPM networks that further your understanding? I'm happy to discuss the topic in a more constructive way.
The document provides information on project analysis tools and requirements specification. It discusses elicitation plans, requirements using Planguage, PERT and CPM methods for scheduling, and Gantt charts. The key points are:
1. An elicitation plan helps ensure the right stakeholders, techniques, resources and time are used to gather requirements. It addresses the problem, strategies, stakeholders, schedule and risks.
2. PERT is for non-routine projects and uses three time estimates, while CPM is for routine projects with one estimate. Both use network diagrams to plan activities and determine critical paths.
3. Gantt charts are used to plan and schedule project tasks visually on a timeline. They improve communication
Project management techniques like PERT and CPM are used to plan, schedule, and control projects. PERT was developed for the Polaris missile program to minimize time, while CPM was developed by DuPont to optimize cost and time tradeoffs. Both methods use network diagrams to visually display tasks and their relationships. They are used to estimate duration, identify critical paths, and determine slack. PERT additionally accounts for uncertainty in durations using three time estimates.
This document discusses project scheduling techniques CPM (Critical Path Method) and PERT (Program Evaluation and Review Technique). It defines CPM and PERT, compares their key differences, and provides examples of how to apply them. Specifically, it covers how to calculate activity times and variances in PERT, identify critical paths, calculate project completion times and probabilities, and perform crashing in CPM. The document aims to help the reader understand how to distinguish and apply CPM and PERT for project scheduling, time and cost analysis, and probability calculations.
Critical Path Method (CPM) and Program Evaluation and Review Technique (PERT) are network analysis techniques used for project scheduling. CPM is deterministic and used for projects with predictable time estimates, while PERT is probabilistic and used for complex projects with uncertain time estimates. The key steps for both techniques include identifying activities, constructing a network diagram, estimating activity times, and determining the critical path which has zero slack time. PERT additionally calculates variability and probability of completion using a normal distribution curve based on the mean and standard deviation of activity times.
The document provides an overview of the basic steps involved in mine design and scheduling. It discusses geological modeling of the ore body, open pit design, block modeling and reserves estimation, dump design and reserves, scheduling software selection, and the major steps in scheduling including importing reserves, calendar creation, process and equipment definition, dependency rules, prescheduling, input paths, running the schedule, and generating output reports. The goal is to take data from exploration, design the open pit and dumps, estimate reserves, and use scheduling software to generate a planned production schedule that optimizes equipment utilization over time.
Presentació a càrrec d'Ismael Fernández i Cristian
Gomollón (tècnics d'Aplicacions al CSUC) duta a terme a la "2a Jornada de formació sobre l'ús del servei de càlcul" celebrada el 19 de febrer de 2020 al CSUC.
This document discusses job shop scheduling, which involves scheduling jobs at general purpose work stations. It describes factors like arrival patterns, number of machines, work sequences, and performance criteria. Two common arrival patterns are static and dynamic. Work sequences can be fixed or random. Performance is often evaluated based on makespan (total time) and machine utilization. Gantt charts are used to graphically display schedules. Several scenarios for job shop scheduling are presented, including strategies for 1 machine, flow shops with 2 machines, and systems with multiple jobs and machines. Heuristics like shortest processing time are commonly used to generate schedules.
This document discusses periodic task scheduling algorithms including time line, rate monotonic, and earliest deadline first scheduling. It provides notation for periodic tasks and assumptions made. It describes the algorithms, including that rate monotonic scheduling is optimal for fixed priority scheduling and earliest deadline first can utilize 100% of processor bandwidth. Dynamic priority scheduling with earliest deadline first can better handle overloads but may involve more context switches.
This document discusses periodic task scheduling algorithms including time line, rate monotonic, and earliest deadline first scheduling. It provides notation for periodic tasks and assumptions made. It describes the characteristics of each scheduling algorithm, how to calculate utilization bounds, and compares fixed priority versus dynamic priority scheduling approaches.
This document describes the process of time-cost tradeoff analysis to minimize the total cost of a project. It involves shortening the duration of critical project activities by paying extra money according to each activity's crash rate or slope. The process begins with creating an activity-on-node network using normal activity durations. It then iteratively selects the cheapest critical activity to crash based on crash rates, updates the network, and identifies the next critical path to determine if further crashing is needed to shorten the project duration. The objective is to determine the combination of critical activities to crash that results in the minimum total project cost.
Project analysis and advanced data calculation and conditional formattingChachrist Srisuwanrat
This document discusses using Excel to simulate project risks and calculate project durations under uncertainty. It describes using Monte Carlo simulation to assign probabilistic durations to project activities, calculate early and late start/finish dates, and determine the project duration and float for multiple simulations. The results are analyzed to determine the best, most likely, and worst case project durations based on the simulations. Advanced data analysis techniques like two-way tables, conditional formatting, and data tables are demonstrated for calculating project profits and costs under different input assumptions.
Explanation of Genetic Algorithm in simulation and example of repetitive project modeled in ChaStrobe software in order to optimize project duration and idle time in the example with following features:
1. probabilistic activity durations
2. resource-sharing activities
3. options of scheduling work breaks
4. consider relaxing continuous resource utilization constraints
ChaStrobe Application, a simulation-based scheduling software for repetitive ...Chachrist Srisuwanrat
Screenshots and outputs from ChaStrobe, a simulation-based scheduling software for repetitive projects with probabilistic activity durations according to the Sequence Step Algorithm, SQS-AL. ChaStrobe is built on top of Professor Julio C. Martinez's Stroboscope (http://www.ezstrobe.com/). Both ChaStrobe and Stroboscope are Ph.D. dissertation at University of Michigan, supervised by our beloved Professor Photios G. Ioannou.
Cited from my thesis:
For Professor Photios G. Ioannou.
My academic journey would not have been possible without my beloved and respected advisor, Professor Photios G. Ioannou. Great indebtedness goes to his belief in me and the opportunity he has offered to continue my academic journey at the University of Michigan. It has been an honor to work under his direction. During the development of this research, he has always reinforced to me that we can make a difference, a great one. And here I am, with this research. His interesting guidance, valuable advice, and constructive skepticism have contributed to the achievement of this research. I wish him and his family a blissful and healthy life.
For Professor Julio C. Martinez, who's gone too soon.
Special acknowledgement goes to Professor Julio C. Martinez for his technical support in Stroboscope. His thesis and Stroboscope inspire both my thesis and my application for this research, called “ChaStrobe.” Without his support and Stroboscope, I may have taken a more difficult path in establishing the application.
Example of repetitive project with probabilistic activity durations and work ...Chachrist Srisuwanrat
Showing how the Sequence Step Algorithm, a simulation-based scheduling algorithm models and solves scheduling problem of repetitive project with probabilistic activity durations and work breaks.
Example of repetitive project with probabilistic activity durationsChachrist Srisuwanrat
Showing how the Sequence Step Algorithm, a simulation-based scheduling algorithm models and solves scheduling problem of repetitive project with probabilistic activity durations.
Literature review of existing repetitive project scheduling techniques 2008Chachrist Srisuwanrat
A short summary of existing repetitive project scheduling techniques reviewing how they tackle, model, and solve repetitive scheduling problems in construction projects by considering the following:
1. What method or tool is used? (graphical method, linear programming, simulation, object-oriented programming, dynamic programming?
2. Can it model non-typical activities?
3. Can it model non-repetitive activities?
4. Can it maintain continuity in resource utilization or eliminate idle time?
5. Can it model or introduce interruption in workflow or schedule work break in advance?
6. Can it model soft logic among repetitive units?
Five characteristics of repetitive activities in construction projectsChachrist Srisuwanrat
Examples and explanation of 5 Characteristics of Repetitive Activities in Construction Projects
1. Deterministic and Non-Deterministic Duration Activities
2. Typical and Non-Typical Activities
3. Repetitive and Non-Repetitive Activities
4. Resource-Sharing Activities
5. Hard and Soft Logic Dependencies
Sequence step algorithm repetitive project scheduling for project with probab...Chachrist Srisuwanrat
The Sequence Step Algorithm (SQS-AL) is a general scheduling algorithm for minimizing the duration of repetitive projects with probabilistic activity durations while achieving continuous resource utilization. SQS-AL consists of two main nested loops: the sequence step loop and the replication loop. For each sequence step, each replication loop is a simulation run that collects crew idle time for activities in that sequence step. The collected crew idle times are, then, used to determine resource arrival dates for user-specified confidence levels, i.e., probabilities of having zero idle time in corresponding activities. The process of collecting the crew idle times and determining crew arrival times for activities on a considered sequence step is repeated from the first to the last sequence step. The effect of scheduling activities on the crew idle times for following activities is revealed step by step prior to scheduling the following activities. As a result, SQS-AL can guarantee continuous resource utilization for the user-specified confidence levels.
Presentation for Microsoft Project 2010 Workshop at Uthenthawai http://www.uthen.rmutto.ac.th/ teaching how to use MS Project 2010 for beginners
-scheduling
-resource leveling
-multiple calendars
-S-curve
ISO/IEC 27001, ISO/IEC 42001, and GDPR: Best Practices for Implementation and...PECB
Denis is a dynamic and results-driven Chief Information Officer (CIO) with a distinguished career spanning information systems analysis and technical project management. With a proven track record of spearheading the design and delivery of cutting-edge Information Management solutions, he has consistently elevated business operations, streamlined reporting functions, and maximized process efficiency.
Certified as an ISO/IEC 27001: Information Security Management Systems (ISMS) Lead Implementer, Data Protection Officer, and Cyber Risks Analyst, Denis brings a heightened focus on data security, privacy, and cyber resilience to every endeavor.
His expertise extends across a diverse spectrum of reporting, database, and web development applications, underpinned by an exceptional grasp of data storage and virtualization technologies. His proficiency in application testing, database administration, and data cleansing ensures seamless execution of complex projects.
What sets Denis apart is his comprehensive understanding of Business and Systems Analysis technologies, honed through involvement in all phases of the Software Development Lifecycle (SDLC). From meticulous requirements gathering to precise analysis, innovative design, rigorous development, thorough testing, and successful implementation, he has consistently delivered exceptional results.
Throughout his career, he has taken on multifaceted roles, from leading technical project management teams to owning solutions that drive operational excellence. His conscientious and proactive approach is unwavering, whether he is working independently or collaboratively within a team. His ability to connect with colleagues on a personal level underscores his commitment to fostering a harmonious and productive workplace environment.
Date: May 29, 2024
Tags: Information Security, ISO/IEC 27001, ISO/IEC 42001, Artificial Intelligence, GDPR
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Philippine Edukasyong Pantahanan at Pangkabuhayan (EPP) CurriculumMJDuyan
(𝐓𝐋𝐄 𝟏𝟎𝟎) (𝐋𝐞𝐬𝐬𝐨𝐧 𝟏)-𝐏𝐫𝐞𝐥𝐢𝐦𝐬
𝐃𝐢𝐬𝐜𝐮𝐬𝐬 𝐭𝐡𝐞 𝐄𝐏𝐏 𝐂𝐮𝐫𝐫𝐢𝐜𝐮𝐥𝐮𝐦 𝐢𝐧 𝐭𝐡𝐞 𝐏𝐡𝐢𝐥𝐢𝐩𝐩𝐢𝐧𝐞𝐬:
- Understand the goals and objectives of the Edukasyong Pantahanan at Pangkabuhayan (EPP) curriculum, recognizing its importance in fostering practical life skills and values among students. Students will also be able to identify the key components and subjects covered, such as agriculture, home economics, industrial arts, and information and communication technology.
𝐄𝐱𝐩𝐥𝐚𝐢𝐧 𝐭𝐡𝐞 𝐍𝐚𝐭𝐮𝐫𝐞 𝐚𝐧𝐝 𝐒𝐜𝐨𝐩𝐞 𝐨𝐟 𝐚𝐧 𝐄𝐧𝐭𝐫𝐞𝐩𝐫𝐞𝐧𝐞𝐮𝐫:
-Define entrepreneurship, distinguishing it from general business activities by emphasizing its focus on innovation, risk-taking, and value creation. Students will describe the characteristics and traits of successful entrepreneurs, including their roles and responsibilities, and discuss the broader economic and social impacts of entrepreneurial activities on both local and global scales.
The chapter Lifelines of National Economy in Class 10 Geography focuses on the various modes of transportation and communication that play a vital role in the economic development of a country. These lifelines are crucial for the movement of goods, services, and people, thereby connecting different regions and promoting economic activities.
Gender and Mental Health - Counselling and Family Therapy Applications and In...PsychoTech Services
A proprietary approach developed by bringing together the best of learning theories from Psychology, design principles from the world of visualization, and pedagogical methods from over a decade of training experience, that enables you to: Learn better, faster!
3. What is RSM?
• It is a scheduling method that focuses on “Continuous Resource Utilization” in repetitive construction.
• It is a graphical method unlike LRA and URL which are calculation methods.
What is its Objective?
• Schedule resources -specific skilled workers/equipment- to work continuously without interruption (idle time)
There are 3 main constraints in RSM:
1. Activity Precedence Constraint, in most scheduling methods such as CPM and PERT
2. Resource Availability Constraint, such as in Limited Resource Allocation (LRA)
3. Resource Continuity Constraint, such as in Line-of-Balance (LOB)
Introduction to Repetitive Scheduling Method (RSM)
3
5. Projects with Repeating Activities
• Housing projects (multiple houses):
• Structure & Exterior for the 1st house, the 2nd house, …
• HVAC for the 1st house, the 2nd house, …
• Interior & Finishing for the 1st house, the 2nd house, …
• High-rise Buildings (multiple floors):
• Structure for the 1st floor, the 2nd floor, …
• HVAC for the 1st floor, the 2nd floor, …
• Interior for the 1st floor, the 2nd floor, …
• Roads & Highways (multiple stations):
• Excavation for the 1st station, for the 2nd station, …
• Backfill for the 1st station, for the 2nd station, …
• Layers for the 1st station, for the 2nd station, …
5
S2
H2
I2
Only with
Precedence Constraints.
No need to finish
House 1 before House 2.
S1
H1
I1
House1House2
6. A housing projects (2 houses)
• Structure & Exterior for the 1st house, the 2nd house
• HVAC for the 1st house, the 2nd house
• Interior & Finishing for the 1st house, the 2nd house
Given there is only one crew for each activity.
6
S1
H1
I1
S2
H2
I2
S1
H1
I1
S2
H2
I2
Only with
Precedence Constraints.
No need to finish
House 1 before House 2.
H1-H2
I1-I2
With
Precedence Constraints
Availability Constraints
S1
H1
I1
S2
H2
I2
With
Precedence Constraints
Availability Constraints
Continuity Constraints
House1House2House1House2House1House2
9. 9
S1
H1
I1
S2
H2
I2
Only with
Precedence Constraints.
No need to finish
House 1 before House 2.
House1House2
S1
H1
I1
S2
H2
I2
H1-H2
I1-I2
With
Precedence Constraints
Availability Constraints
House1House2
S1
3
H1
2
I1
1
Precedence Precedence
S2
3
H2
2
I2
1
Precedence Precedence
S1
3
H1
2
I1
1
Precedence Precedence
S2
3
H2
2
I2
1
Precedence Precedence
10. 10
S1
H1
I1
S2
H2
I2
S1
H1
I1
S2
H2
I2
Only with
Precedence Constraints.
No need to finish
House 1 before House 2.
H Idle Time
I Idle Time
With
Precedence Constraints
Availability Constraints
House1House2House1House2
S1
H1
I1
S2
H2
I2
With
Precedence Constraints
Availability Constraints
Continuity Constraints
House1House2
S1
3
H1
2
I1
1
Precedence Precedence
S2
3
H2
2
I2
1
Precedence Precedence
How to represent “Continuity Constraints” ?
S1
3
H1
2
I1
1
Precedence Precedence
S2
3
H2
2
I2
1
Precedence Precedence
11. How to represent several houses (units) effectively?
11
S1
3
H1
2
I1
1
Precedence Precedence
Unit 1
S2
3
H2
2
I2
1
Precedence Precedence
Unit 2
S3
3
H3
2
I3
1
Precedence Precedence
Unit 3
…
3
…
2
…
1
Precedence Precedence
…
3
…
2
…
1
Precedence Precedence
Unit …
Unit …
S9
3
H9
2
I9
1
Precedence Precedence
Unit 9
12. How to represent several houses (units) effectively?
12
A1
3
B1
2
D1
1Unit 1
C1
4
E1
2
A2
3
B2
2
D2
1Unit 2
C2
4
E2
2
A3
3
B3
2
D3
1Unit 3
C3
4
E3
2
By using AON or Bar Chart,
there is NOT enough space to present
all the units.
Quite Messy
Unit 4 to 5
13. How to represent several houses (units) effectively?
13
S1
3
H1
2
I1
1
Precedence Precedence
Unit 1
S2
3
H2
2
I2
1
Precedence Precedence
Unit 2
S3
3
H3
2
I3
1
Precedence Precedence
Unit 3
…
3
…
2
…
1
Precedence Precedence
Unit …
…
3
…
2
…
1
Precedence Precedence
Unit …
S9
3
H9
2
I9
1
Precedence Precedence
Unit 9
14. A repetitive project with only precedence constraints
14
S1 H1I1
Activityon Node
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
Production Diagram
S9 I9H9
15. Precedence & Availability & Continuity for Activity S
15
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
Activityon Node
S9 I9H9
S1
H1I1
Production Diagram
H idle time and I idle time between units
16. Production Diagram
H idle time and I idle time between units
Precedence & Availability & Continuity for S and H
16
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
Activityon Node
S9 I9H9
S1 H1 I1
17. Precedence & Availability & Continuity for S, H, and I
17
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
S9 I9
S1
H9
Activityon Node Production Diagram
or RSM Diagram
H1 I1
18. Production Diagram
H idletime and I idle time between units
Precedence & Availability & …
18
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
S H I
Production Diagram
or RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Unit 6
Unit 7
Unit 8
Unit 9
S H I
without Continuity Constraints with Continuity Constraints
VS
20. The general idea of RSM
• RSM satisfies 3 types of constraints: activity precedence, resource availability and continuity.
20
Precedenceonly Precedence& Availability Precedence& Availability & Continuity
21. The general idea of RSM
• RSM satisfies 3 types of constraints: activity precedence, resource availability and continuity.
21
• RSM is a graphical method –no calculation ☺
Precedenceonly Precedence& Availability Precedence& Availability & Continuity
22. The general idea of RSM
• RSM satisfies 3 types of constraints: activity precedence, resource availability and continuity.
22
• RSM is a graphical method –no calculation ☺
• RSM uses production diagram:
• To represent projects with repeating activities.
• To determine activities’ start and finish dates.
Precedenceonly Precedence& Availability Precedence& Availability & Continuity
24. RSM Diagram
Controlling Point (cp) determining repetitive activities’ schedule
24
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
25. RSM Diagram
Controlling Point (cp) determining repetitive activities’ schedule
25
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
B1
26. RSM Diagram
Controlling Point (cp) determining repetitive activities’ schedule
26
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
27. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Controlling Point (cp) determining repetitive activities’ schedule
27
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
cpAC
28. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Controlling Point (cp) determining repetitive activities’ schedule
28
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5 C5
cpAC
29. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Controlling Point (cp) determining repetitive activities’ schedule
29
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
cpAC
30. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Controlling Point (cp) determining repetitive activities’ schedule
30
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
cpAB
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
cpAC
C1
C2
C3
C4
C5
If not using cp, there will be idle time between units.
32. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Let’s “Draw & Drag” to possible cp instead
32
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
cp
cpcp
cp
1. Determine possible controlling points
33. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Let’s “Draw & Drag” to possible cp instead
33
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
cp
cp
cp
cp
1. Determine possible controlling points
2. Draw the successor
34. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Let’s “Draw & Drag” to possible cp instead
34
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
cp
cp
cp
cp
1. Determine possible controlling points
2. Draw the successor
3. Drag it horizontally to the first possible cp
Drag Drag
35. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Let’s “Draw & Drag” to possible cp instead
35
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
cp
cp
cp
cp
1. Determine possible controlling points
2. Draw the successor
3. Drag it horizontally to the first possible cp
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
cpAC
cpAB
36. RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Let’s “Draw & Drag” to possible cp instead
36
RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
Slower predecessor, cp at Last unit.
A: 3 days/unit, and C: 2 days/unit.
Faster predecessor, cp at First unit.
A: 3 days/unit, and B: 4 days/unit
A1
A2
A3
A4
A5
A1
A2
A3
A4
A5
1. Determine possible controlling points
2. Draw the successor
3. Drag it horizontally to the first possible cp
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
cpAC
cpAB
38. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
38
39. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
39
40. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
40
41. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
41
42. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
42
Controlling Sequence:
B5-1, A1
43. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
43
Controlling Sequence:
B5-1, A1
44. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
44
Controlling Sequence:
B5-1, A1
45. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
45
Controlling Sequence:
B5-1, A1
46. Concept of Controlling Sequence
What is Controlling Sequence?
• It is a sequence of unit activities from project Finish to Start.
• It determines project duration under continuity constraints.
• If a productivity of any activities on controlling sequence has changed, project duration will change.
How to identify Controlling Sequence? Easy. Start from the Project Finish to project Start via Controlling Points, cp.
46
Controlling Sequence:
B5-1, A1
Controlling Sequence:
C5, A5-1
47. Another example for the concept of Controlling Sequence
47 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
A
3
B
4
C
2
D
4
48. Another example for the concept of Controlling Sequence
48 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
A
3
B
4
C
2
D
4
D1
D2
D3
D4
D5
49. Another example for the concept of Controlling Sequence
49 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
A
3
B
4
C
2
D
4
cp
cp
D1
D2
D3
D4
D5
50. Another example for the concept of Controlling Sequence
50 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
A
3
B
4
C
2
D
4
cp
cp
cp
cp
D1
D2
D3
D4
D5
51. Another example for the concept of Controlling Sequence
51 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
cp
cp
cp
cp
Drag
52. Another example for the concept of Controlling Sequence
52 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
53. Another example for the concept of Controlling Sequence
53 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
54. Another example for the concept of Controlling Sequence
54 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
55. Another example for the concept of Controlling Sequence
55 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
56. Another example for the concept of Controlling Sequence
56 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
57. Another example for the concept of Controlling Sequence
57 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
58. Another example for the concept of Controlling Sequence
58 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
Activities on ControllingSequence:
D5-1, C2-4, A5-1
59. Another example for the concept of Controlling Sequence
59 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
Activities on ControllingSequence:
D5-1, C2-4, A5-1
Changing productivity ofcontrollingactivities
will change project duration immediately.
60. Another example for the concept of Controlling Sequence
60 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
C1
C2
C3
C4
C5
AC
AB
D1
D2
D3
D4
D5
A
3
B
4
C
2
D
4
CD
Activities on ControllingSequence:
D5-1, C2-4, A5-1
Changing productivity ofcontrollingactivities
will change project duration immediately.
On the other hand, changingthose
of non-controlling activities
will Not immediately affect project duration,
such as B1-5, C1, and C5.
62. Critical Activities on RSM
62 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
63. Critical Activities on RSM
63 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
Project is delayed.
64. Critical Activities on RSM
64 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
Again, CPM doesn’t care about
resource continuity constraints.
If delaying an activity and it delays
project duration, it is a critical activity.
Therefore, D5 is a critical activity.
Project is delayed.
65. Critical Activities on RSM
65 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
Project is delayed.
66. Critical Activities on RSM
66 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
Project is delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
67. Critical Activities on RSM
67 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
68. Critical Activities on RSM
68 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.Project is not delayed.
The discontinuity here doesn’t matter,
when talking about “Critical Activities”
C5
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
69. Critical Activities on RSM
69 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.Project is not delayed.
The discontinuity here doesn’t matter,
when talking about “Critical Activities.”
Don’t try to satisfy continuity constraints
when identifying “critical activities.”
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
70. Critical Activities on RSM
70 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
71. Critical Activities on RSM
71 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
CDAB
C5
C4
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
AC
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
72. Critical Activities on RSM
72 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
B5
B4
B3
B2
B1
AB
D5
D4
D3
D2
D1
C5
C4
CD
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
AC
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
Project is delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
73. Critical Activities on RSM
73 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
B5
B4
B3
B2
B1
AB
D5
D4
D3
D2
D1
C5
C4
CD
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
AC
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
Project is delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
74. Critical Activities on RSM
74 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
75. Critical Activities on RSM
75 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
The discontinuity here doesn’t matter,
when talking about “Critical Activities.”
76. Critical Activities on RSM
76 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
• Delaying B1 will not delay project.
Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
77. Critical Activities on RSM
77 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
• Delaying B1 will not delay project.
Project is not delayed.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
78. Critical Activities on RSM
78 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C4
CDAB
C3
C2
C1
C5
AC
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
• Delaying B1 will not delay project.
• Delaying A5 will not delay project.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
Project is not delayed.
79. Critical Activities on RSM
79 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
C4
CD
C3
C2
C1
B5
B4
B3
B2
B1
C5
AC
AB
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
• Delaying B1 will not delay project.
• Delaying A5 will not delay project.
• Delaying A1 will not delay project.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
Project is not delayed.
80. Critical Activities on RSM
80 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
• Delaying B1 will not delay project.
• Delaying A5 will not delay project.
• Delaying A1 will not delay project.
Therefore, critical activities are:
D5-1, and C1.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
81. Critical Activities on RSM & Controlling Activities
81 RSM Diagram
Unit 1
Unit 2
Unit 3
Unit 4
Unit 5
A
3
B
4
C
2
D
4
D5
D4
D3
D2
D1
B5
B4
B3
B2
B1
C5
C4AC
CDAB
C3
C2
C1
A5
A4
A3
A2
A1
• Critical activities are that if delayed,
project will be delayed.
• Critical activities do not consider
resource continuity constraints.
• Delaying D5 will delay project.
• Delaying D4 will delay project.
• Delaying D1 will delay project.
• Delaying C5 will not delay project.
• Delaying C4 will not delay project.
• Delaying C2 will not delay project.
• Delaying C1 will delay project.
• Delaying B5 will not delay project.
• Delaying B1 will not delay project.
• Delaying A5 will not delay project.
• Delaying A1 will not delay project.
Therefore, critical activities are:
D5-1, and C1.
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
D5-1, C2-4, and A5-1
83. Example 1: 3 units
83
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
B
1
C
4
D
6
A
3
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
84. Example 1: 3 units
84
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A
B
1
C
4
D
6
A
3
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
85. Example 1: 3 units
85
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B
B
1
C
4
D
6
A
3
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
86. Example 1: 3 units
86
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B C
B
1
C
4
D
6
A
3
BC
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
87. Example 1: 3 units
87
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
88. Example 1: 3 units
88
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• AB, BC, CD
• Identify controllingsequence
• …
• Identify critical activities
• …
89. Example 1: 3 units
89
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• AB, BC, CD
• Identify controllingsequence
• …
• Identify critical activities
• …
90. Example 1: 3 units
90
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• AB, BC, CD
• Identify controllingsequence
• D3-1, C1, B2, A3-1
• Identify critical activities
• …
91. Example 1: 3 units
91
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• AB, BC, CD
• Identify controllingsequence
• D3-1, C1, B2, A3-1
• Identify critical activities
• …
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
92. Example 1: 3 units
92
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• AB, BC, CD
• Identify controllingsequence
• D3-1, C1, B2, A3-1
• Identify critical activities
• …
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
93. Example 1: 3 units
93
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
B
1
C
4
D
6
A
3
BC CD
AB
• Identify controllingpoints, cp
• AB, BC, CD
• Identify controllingsequence
• D3-1, C1, B2, A3-1
• Identify critical activities
• D3-1, C1, B1
Tip 1. If the last unit is critical,
all are also critical, due to continuity.
Tip 2. If the last unit is not critical,
only the first unit could be critical.
So you only need to check the first & the last.
(Applicable to repetitive projects with
only typical repetitiveactivities.)
95. Example 2: 4 units
95
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A
3
B
1
C
6
D
3
E
5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
96. Example 2: 4 units
96
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A
A
3
B
1
C
6
D
3
E
5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
97. Example 2: 4 units
97
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
98. Example 2: 4 units
98
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B C
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
AC
99. Example 2: 4 units
99
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
BDAC
100. Example 2: 4 units
100
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
BDAC
Determine possible cp from D and C to E
101. Example 2: 4 units
101
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
BDAC
E
Drag
Determine possible cp from D and C to E
102. Example 2: 4 units
102
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD E
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
BD DEAC
103. Example 2: 4 units
103
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD E
A
3
B
1
C
6
D
3
E
5
AB
• Identify controllingpoints, cp
• AC, AB, BD, DE
• Identify controllingsequence
• …
• Identify critical activities
• …
BD DEAC
104. Example 2: 4 units
104
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD E
A
3
B
1
C
6
D
3
E
5
• Identify controllingpoints, cp
• AC, AB, BD, DE
• Identify controllingsequence
• …
• Identify critical activities
• …
BD DEAC
AB
105. Example 2: 4 units
105
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD E
A
3
B
1
C
6
D
3
E
5
• Identify controllingpoints, cp
• AC, AB, BD, DE
• Identify controllingsequence
• E4-1, D1, B2-3, A4-1
• Identify critical activities
• …
BD DEAC
AB
106. Example 2: 4 units
106
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD E
A
3
B
1
C
6
D
3
E
5
• Identify controllingpoints, cp
• AC, AB, BD, DE
• Identify controllingsequence
• E4-1, D1, B2-3, A4-1
• Identify critical activities
• …
BD DEAC
AB
107. Example 2: 4 units
107
Unit 1
Unit 2
Unit 3
Unit 4
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B CD E
A
3
B
1
C
6
D
3
E
5
• Identify controllingpoints, cp
• AC, AB, BD, DE
• Identify controllingsequence
• E4-1, D1, B2-3, A4-1
• Identify critical activities
• E4-1, D1, B1
BD DEAC
AB
109. Example 3: 6 units
109
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
110. Example 3: 6 units
110
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
111. Example 3: 6 units
111
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B C
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC
112. Example 3: 6 units
112
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B C
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC
Determine possible cp from B and C to D
113. Example 3: 6 units
113
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B C
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC
Determine possible cp from B and C to D
D
Drag
114. Example 3: 6 units
114
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC
CD
115. Example 3: 6 units
115
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC DE
CD
116. Example 3: 6 units
116
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• ...
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC DE
CD
F
EF
117. Example 3: 6 units
117
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• AB, AC, CD, DE, EF
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
AB, AC DE
CD
F
EF
118. Example 3: 6 units
118
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• AB, AC, CD, DE, EF
• Identify controllingsequence
• …
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
F
AB, AC DE
EFCD
119. Example 3: 6 units
119
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• AB, AC, CD, DE, EF
• Identify controllingsequence
• F6, E6-1, D2-5, C6-1, A1
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
F
AB, AC DE
EFCD
120. Example 3: 6 units
120
Unit 1
Unit 3
Unit 6
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• AB, AC, CD, DE, EF
• Identify controllingsequence
• F6, E6-1, D2-5, C6-1, A1
• Identify critical activities
• …
A
1
B
2
C
3
D
1
E
4
F
1
F
AB, AC DE
EFCD
121. Example 3: 6 units
121
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 400 42 44 46 48 50
A B DC E
Unit 1
Unit 3
Unit 6
Unit 2
Unit 4
Unit 5
• Identify controllingpoints, cp
• AB, AC, CD, DE, EF
• Identify controllingsequence
• F6, E6-1, D2-5, C6-1, A1
• Identify critical activities
• F6-F1, E6-1, D1
A
1
B
2
C
3
D
1
E
4
F
1
F
AB, AC DE
EFCD
123. Example 4: 3 units
123
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
124. Example 4: 3 units
124
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
A C B
AB, AC
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
125. Example 4: 3 units
125
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
A C B D
AB, AC
Drag
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
Determine possible cp from B and C to D
126. Example 4: 3 units
126
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
BD
A C B D
AB, AC
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
127. Example 4: 3 units
127
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
BD
A C B D E F
DE, DF
AB, AC
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
DF
128. Example 4: 3 units
128
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
BD
A C B D E F G
DE, DF
AB, AC
Drag
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
DF
Determine possible cp from E and F to G
129. Example 4: 3 units
129
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
BD
A C B D E F G
EG
DE, DF
AB, AC
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
DF
130. Example 4: 3 units
130
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
BD
A C B D E F G
EG
DE, DF
AB, AC
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
DF
Controlling Sequence: G3-1, E2, D3-1, B1, A1
131. Example 4: 3 units
131
Unit 1
Unit 2
Unit 3
2 4 6 8 10 12 14 16 18 20 22 24 26 28 300
AC
BD
A C B D E F G
EG
DE, DF
AB, AC
Act Predecessors Duration/Unit
A 2
B A 3
C A 2
D B, C 4
E D 1
F D 4
G E, F 4
DF
Controlling Sequence: G3-1, E2, D3-1, B1, A1
Critical Activities: G3-1, E1
133. Uthenthawai: Master of Construction Management #UthenMCMUthenthawai: Master of Construction Management #UthenMCM
กรณีศึกษาการวางแผนเชิงปฏิบัติของโครงการหมู่บ้านจัดสรร
ด้วยวิธีสายงานต่อเนื่อง
สำหรับ
การประชุมวิชาการวิศวกรรมโยธาแห่งชาติ ครั้งที่ 22
โดย
ชำคริต ศรีสุวรรณรัตน์: หัวหน้ำประจำสำขำวิชำบริหำรงำนก่อสร้ำง
ไพโรจน์ ฤกษ์อุดมสิน: นักศึกษำ #UthenMCM รุ่น 1
134. Uthenthawai: Master of Construction Management #UthenMCM
Contents
1. Introduction
2. Problems
3. Objectives
4. Literature Reviews
5. Research
6. Results
7. Conclusion
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135. Uthenthawai: Master of Construction Management #UthenMCM
1. Introduction
• Construction Projects consist of repetitive units/activities.
• Examples of Repetitive Units
• Housing: each house
• Condominium: each floor or room
• Highway: each section
• Repetitive activities are performed by sets of resources
• Schedule resources to work continuously
• Eliminate interruption and idle time
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136. Uthenthawai: Master of Construction Management #UthenMCM
2. Problems
CPM Schedule with 745-week Idle Time RSM Schedule with 135-week Project Delay
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137. Uthenthawai: Master of Construction Management #UthenMCM
3. Objectives
•Schedule resources to work continuously
•Maintain project duration
•Choose optimum number of resources
•Practical in terms of Engineering, Management, Finance, and Marketing
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138. Uthenthawai: Master of Construction Management #UthenMCM
4. Literature Reviews: Methods
•Repetitive Scheduling Method (RSM)
•Linear Scheduling Method (LSM)
•Vertical Production Method (VPM)
•Line-of-balance Method (LOB)
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139. Uthenthawai: Master of Construction Management #UthenMCM
4. Literature Reviews: Types of Repetitive Activities
Non-Repetitive Activities Non-Typical RepetitiveActivities
Repetitive Activities with Soft-Logic Constraints
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140. Uthenthawai: Master of Construction Management #UthenMCM
4. Literature Reviews: Controlling Sequence from RSM
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141. Uthenthawai: Master of Construction Management #UthenMCM
5. Research: Schedules & Methods
1. CPM
2. RSM.N (Normal)
3. RSM.S (Soft-logic), switching construction orders between units/houses/models
4. RSM.E (Expedite), adding or reducing the number of workers in order to shorten project duration
5. RSM.P (Parallel), using multiple groups of crew to start a repetitive activity at the same time
6. RSM.F (Final), considering other aspects of the project such as management, financing, and marketing
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142. Uthenthawai: Master of Construction Management #UthenMCM
6. Results: CPM & RSM.N
1. CPM Schedule with 745-week Idle Time 2. RSM.N with 300-week Project Duration
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143. Uthenthawai: Master of Construction Management #UthenMCM
6. Results: RSM.S
3. RSM.S with 300-week Project Duration
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144. Uthenthawai: Master of Construction Management #UthenMCM
6. Results: RSM.E
3. RSM.S with 300-week Project Duration 4. RSM.Ewith 162-week Project Duration
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145. Uthenthawai: Master of Construction Management #UthenMCM
6. Results: RSM.P & RSM.F
5. RSM.P with 139-week Project Duration 6. RSM.F with 147-week Project Duration
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146. Uthenthawai: Master of Construction Management #UthenMCM
6. Results: Improvement & Comparison between CPM and RSM.F
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