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Chapter 10, 11, 17 Class 3 Webster SP1 2011
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Facilities
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Objectives of Facility Layout
Minimize material handling costs Utilize space efficiently Utilize labor efficiently Eliminate bottlenecks Facilitate communication and interaction between workers, between workers and their supervisors, or between workers and customers Reduce manufacturing cycle time or customer service time
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Objectives of Facility Layout
Eliminate waste or redundant movement Facilitate the entry, exit, and placement of material, products, or people Incorporate safety and security measures Promote product and service quality Encourage proper maintenance activities Provide a visual control of operations or activities Provide flexibility to adapt to changing conditions Increase capacity
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Basic Types of Layouts Process Layout Product Layout
Machines grouped by process they perform Product Layout Linear arrangement of workstations to produce a specific product Fixed Position Layout Used in projects where the product cannot be moved
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Manufacturing Process Layout
D G A Receiving and Shipping Assembly Painting Department Lathe Department Milling Department Drilling Department Grinding P
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Manufacturing Process Layout
D G A Receiving and Shipping Assembly Painting Department Lathe Department Milling Department Drilling Department Grinding P
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Manufacturing Process Layout
D G A Receiving and Shipping Assembly Painting Department Lathe Department Milling Department Drilling Department Grinding P
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A Product Layout In Out
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Comparison Of Product And Process Layouts
PRODUCT LAYOUT PROCESS LAYOUT 1. Description Sequential arrangement Functional grouping of machines of machines 2. Type of Process Continuous, mass Intermittent, job shop production, mainly batch production, assembly mainly fabrication 3. Product Standardized Varied, made to stock made to order 4. Demand Stable Fluctuating 5. Volume High Low 6. Equipment Special purpose General purpose 7. Workers Limited skills Varied skills
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Comparison Of Product And Process Layouts
PRODUCT LAYOUT PROCESS LAYOUT 8. Inventory Low in-process, High in-process, high finished goods low finished goods 9. Storage space Small Large 10. Material Fixed path Variable path handling (conveyor) (forklift) 11. Aisles Narrow Wide 12. Scheduling Part of balancing Dynamic 13. Layout decision Line balancing Machine location 14. Goal Equalize work at Minimize material each station handling cost 15. Advantage Efficiency Flexibility
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Fixed-Position Layouts
Typical of projects Equipment, workers, materials, other resources brought to the site Highly skilled labor Often low fixed Typically high variable costs
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Designing Process Layouts
Minimize material handling costs Block Diagramming Minimize nonadjacent loads Use when quantitative data is available Relationship Diagramming Based on location preference between areas Use when quantitative data is not available
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Block Diagramming Create load summary chart
Calculate composite (two way) movements Develop trial layouts minimizing number of nonadjacent loads
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Block Diagrams 3 2 5 1 4 (a) Initial block diagram
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Block Diagrams 1 2 3 4 5 (a) Initial block diagram
(b) Final block diagram
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Relationship Diagramming (Murther’s Grid)
Used when quantitative data is not available Muther’s grid displays preferences Denote location preferences with weighted lines
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Relationship Diagramming Example
Production Offices Stockroom Shipping and receiving Locker room Toolroom
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Relationship Diagramming Example
A Absolutely necessary E Especially important I Important O Okay U Unimportant X Undesirable A O U E X I Production Offices Stockroom Shipping and receiving Locker room Toolroom
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Relationship Diagramming Example
A Absolutely necessary E Especially important I Important O Okay U Unimportant X Undesirable A O U E X I Production Offices Stockroom Shipping and receiving Locker room Toolroom
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Relationship Diagramming Example
1 Absolutely necessary 2 Especially important 3 Important 4 Okay 5 Unimportant 6 Undesirable 1 4 5 2 6 3 Production Offices Stockroom Shipping and receiving Locker room Toolroom
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Relationship Diagramming Example
1 Absolutely necessary 2 Especially important 3 Important 4 Okay 5 Unimportant 6 Undesirable 1 4 5 2 6 3 Production Offices Stockroom Shipping and receiving Locker room Toolroom
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Service Layouts Usually process layouts due to customers needs
Minimize flow of customers or paperwork Retailing tries to maximize customer exposure to products Computer programs consider shelf space, demand, profitability Layouts must be aesthetically pleasing
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Designing Product Layouts
Product layouts or assembly lines Develop precedence diagram of tasks Jobs divided into work elements Assign work elements to workstations Try to balance the amount work of each workstation
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Line Balancing Precedence diagram Cycle time
Network showing order of tasks and restrictions on their performance Cycle time Maximum time product spends at any one workstation
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Hybrid Layouts Cellular layouts Flexible manufacturing systems
Group machines into machining cells Flexible manufacturing systems Automated machining & material handling systems Mixed-model assembly lines Produce variety of models on one line
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Cellular Layouts Identify families of parts with similar flow paths
Group machines into cells based on part families Arrange cells so material movement is minimized Locate large shared machines at point of use
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Advantages Of Cellular Layouts
Reduced material handling and transit time Reduced setup time Reduced work-in-process inventory Better use of human resources Easier to control - visibility Easier to automate
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Disadvantages Of Cellular Layouts
Inadequate part families Poorly balanced cells Expanded training and scheduling of workers Increased capital investment
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Direction of part movement within cell
Manufacturing Cell In Out Worker 1 Worker 2 Worker 3 Direction of part movement within cell S L HM VM G Final inspection Finished part Key: S = Saw L = Lathe HM = Horizontal milling machine VM = Vertical milling machine G = Grinder Paths of three workers moving within cell Material movement
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Mixed Model Assembly Lines
Produce multiple models in any order on one assembly line Harley, Opel Issues in mixed model lines Line balancing U-shaped line Flexible workforce Model sequencing
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Facility Location Models
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Types Of Facilities Heavy manufacturing Light industry
Auto plants, steel mills, chemical plants Light industry Small components mfg, assembly Warehouse & distribution centers Retail & service
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Factors in Heavy Manufacturing Location
Construction costs Land costs Raw material and finished goods shipment modes Proximity to raw materials Utilities Labor availability
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Factors in Light Industry Location
Construction costs Land costs Easily accessible geographic region Education & training capabilities
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Factors in Warehouse Location
Transportation costs Proximity to markets (Customers)
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Warehouse Size Considerations
Customer service level layout # of products (Stock Keeping Units - SKUs) customer base size of products racks/shelving demand variability MHE requirements/aisle size regulations - CAL OSHA - earthquake; safety; fire
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Factors in Retail Location
Proximity to customers Ease of customer entry and exit Location is everything
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Global Location Factors
Government stability Government regulations Political and economic systems Economic stability and growth Exchange rates Culture Climate Export import regulations, duties and tariffs Raw material availability Number and proximity of suppliers Transportation and distribution system Labor cost and education Available technology Commercial travel Technical expertise Cross-border trade regulations Group trade agreements
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Regional Location Factors
Labor (availability, education, cost and unions) Proximity of customers Number of customers Construction/leasing costs Land costs Modes and quality of transportation Transportation costs Incentive packages Governmental regulations Environmental regulations Raw material availability Commercial travel Climate Infrastructure Quality of life
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Regional Location Factors
Community government Local business regulations Government services Business climate Community services Taxes Availability of sites Financial Services Community inducements Proximity of suppliers Education system
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Site Location Factors Customer base Construction/ leasing cost
Land cost Site size Transportation Utilities Zoning restrictions Traffic Safety/security Competition Area business climate Income level
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Location Incentives Tax credits Wal-Mart in Wyandotte
Relaxed government regulation Job training Infrastructure improvement Money
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Center-of-Gravity Technique
Locate facility at center of geographic area Based on weight and distance traveled Establish grid-map of area Identify coordinates and weights shipped for each location
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Project Management and Operations
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Project Management First Essay on Project Management:
1697 – “An Essay Upon Projects” 1959 HBR Article – “The Project Manager” Air Force Manual 1964
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Project Management In today’s global marketplace, complexity and speed are certainties. In such an environment, a good axiom for project management is, Do It, Do It Right, Do It Right Now. Creating clear direction, efficiency, timely response, and quality outcomes requires project managers who are agile -- adept at change. The associated disciplinary areas are clearly spelled out in the following PMI definition. “Project management is the application of knowledge, skills, tools, and techniques to a broad range of activities in order to meet the requirements of a particular project. Project management is comprised of five Project Management Process Groups – Initiating Processes, Planning Processes, Executing Processes, Monitoring and Controlling Processes, and Closing Processes. Source: Project Management Institute -
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Elements of Project Management
Project team Individuals from different departments within company Matrix organization Team structure with members from different functional areas depending on skills needed Project manager - Leader of project team Project Charter – high level description of what is to be accomplished in a project and delegates authority to project manager to implement actions to complete project
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Project Planning Statement of work
Written description of goals, work & time frame of project Activities require labor, resources & time Precedence relationship shows sequential relationship of project activities
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Elements of Project Planning
Define project objective(s) Identify activities Establish precedence relationships Make time estimates Determine project completion time Compare project schedule objectives Determine resource requirements to meet objective
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Work Breakdown Structure
Hierarchical organization of work to be done on a project Project broken down into modules Modules subdivided into subcomponents, activities, and tasks Identifies individual tasks, workloads, and resource requirements
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Project Control All activities identified and included
Completed in proper sequence Resource needs identified Schedule adjusted Maintain schedule and budget Complete on time
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A Gantt Chart Around since 1914 Popular tool for project scheduling
Graph with bar for representing the time for each task Provides visual display of project schedule Also shows slack for activities Amount of time activity can be delayed without delaying project
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Gantt Charts Gantt described two principles for his charts:
measure activities by the amount of time needed to complete them the space on the chart can be used the represent the amount of the activity that should have been done in that time. Gantt charts were employed on major infrastructure projects including the Hoover Dam and Interstate highway system and still are an important tool in project management.
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A Gantt Chart Month 0 2 4 6 8 10 | | | | | 1 3 5 7 9 Figure 6.2
| | | | | Activity Design house and obtain financing Lay foundation Order and receive materials Build house Select paint Select carpet Finish work Month Figure 6.2
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Example of Gantt Chart Problem
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CPM/PERT Critical Path Method (CPM)
DuPont & Remington-Rand (1956) Deterministic task times Project Eval. & Review Technique (PERT) US Navy, Lockheed Multiple task time estimates
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PERT/CPM Program Evaluation and Review Technique (PERT): developed in conjunction with the development of the Polaris missile program for submarines – developed by the US Navy with Lockheed as the lead contractor Critical Path Method (CPM): developed through a joint venture between the DuPont Corporation and the Remington Rand Corporation – the original purpose was to monitor and evaluate plant maintenance management projects.
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Project Network for a House
3 2 1 4 6 7 5 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house Figure 6.4
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Critical Path A path is a sequence of connected activities running from start to end node in network The critical path is the path with the longest duration in the network Project cannot be completed in less than the time of the critical path
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The Critical Path A: 1-2-3-4-6-7 3 + 2 + 0 + 3 + 1 = 9 months
1 4 6 7 5 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house A: = 9 months B: = 8 months C: = 8 months D: = 7 months
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The Critical Path 1 2 4 6 7 3 5 Activity Start Times
1 4 6 7 5 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house 1 2 4 6 7 3 5 Start at 3 months Start at 5 months Finish at 9 months Start at 8 months Activity Start Times Figure 6.6
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Early Times Why is this important?
3 2 1 4 6 7 5 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house ES - earliest time activity can start Forward pass starts at beginning of CPM/PERT network to determine ES times EF = ES + activity time ESij = maximum (EFi) EFij = ESij - tij ES12 = 0 EF12 = ES12 - t12 = = 3 months Why is this important?
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Late Times Who Cares? Why is this Important?
LS - latest time activity can start & not delay project Backward pass starts at end of CPM/PERT network to determine LS times LF = LS + activity time LSij = LFij - tij LFij = minimum (LSj)
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Activity Slack Data Activity LS ES LF EF Slacks *1-2 0 0 3 3 0
1 4 6 7 5 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house Activity LS ES LF EF Slacks * * * * * * Critical path
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Activity Slack Data Activity LS ES LF EF Slacks *1-2 0 0 3 3 0
1 4 6 7 5 Lay foundation Design house and obtain financing Order and receive materials Dummy Finish work Select carpet Select paint Build house Activity LS ES LF EF Slacks * * * * * * Critical path 1 2 4 6 7 3 5 Figure 6.10 Activity Slack S = 0 S = 1
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Project Crashing Crashing is reducing project time by expending additional resources Crash time is an amount of time an activity is reduced Crash cost is the cost of reducing the activity time Goal is to reduce project duration at minimum cost
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Time-Cost Relationship
Crashing costs increase as project duration decreases Indirect costs increase as project duration increases Reduce project length as long as crashing costs are less than indirect costs
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Life Cycle Management Long term view of projects to guide decision making – solutions that provide life time success vice short term Acquisition; development; production; introduction; sustainment; disposal Links system costs to big picture; better use of resources; minimize total cost of ownership
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What’s Next Mid Term –due in one week
Chap 9, Chap 12 (Capacity and Aggregate Planning, Inventory Management) in two weeks
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