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23-Ind-A3 Facilities Planning · May 2014

Question 1 of 7: Facilities Design Alternatives, Material Flow Planning Principles, and Physical Distribution Resources

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National Exams — May 2014 — 98-Ind-A3 Facilities Planning. Three-hour, closed-book exam (Casio or Sharp approved calculator only); any five of the seven questions constitute a complete paper and only the first five answered in the answer book are marked — all seven are solved below for completeness.

Reference texts: Tompkins, White, Bozer & Tanchoco, Facilities Planning (4th ed., Wiley) — facilities design alternatives, material flow planning, activity relationships, machine space determination, material handling systems and the materials handling equation, computerized layout (CRAFT/CORELAP), and tool-crib centralization; Niebel & Freivalds, Niebel’s Methods, Standards, and Work Design (13th ed.) — assembly-line balancing (Ranked Positional Weight technique) and operator-paced line speed.

Question 1: Facilities Design Alternatives, Material Flow Planning Principles, and Physical Distribution Resources (20 marks: i–6, ii–7, iii–7)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

(i) Factors Considered in Developing Facilities Design Alternatives

Generating facilities design alternatives is a systematic process, not a single guess at a layout, so the factors considered span the whole planning problem. They include: (1) material flow requirements — the from–to flow volumes and sequence that a design alternative must accommodate efficiently; (2) space requirements for every activity (equipment footprint, storage, personnel, aisles), since an alternative that looks good on flow alone can still fail on area; (3) activity relationships — which departments must be close together for reasons beyond material flow (supervision, shared services, safety separation); (4) building and site constraints — the existing or planned structure’s shape, column spacing, ceiling height, and expansion capability, which bound what layouts are even physically realizable; (5) material handling method and equipment compatible with each alternative’s flow pattern; (6) personnel requirements — staffing levels, safety, ergonomics and working-condition considerations for each layout; (7) capital and operating cost of implementing and running each alternative; (8) flexibility and expansion capability — how well each alternative absorbs future product-mix, volume or technology change (the same long-range issues raised for the strategic facilities plan); (9) organizational and strategic objectives that the facility must ultimately support; and (10) regulatory, environmental and safety requirements that any alternative must meet. Because these factors often conflict (e.g., the flow-optimal alternative may not be the lowest-cost or most flexible one), generating multiple alternatives — rather than converging on a single design early — is itself the mechanism that lets the evaluation stage trade these factors off explicitly instead of by default.

(ii)(a) Material Flow Planning Hierarchy

Material flow is planned top-down, in a hierarchy that moves from the broadest scope to the most detailed: at the top is flow between facilities (the inter-facility supply-chain network — which plant/warehouse ships what to which other plant/warehouse/customer); below that is flow within a facility (the overall department-to-department flow pattern — the from–to relationships that drive the block layout); and at the base is flow within a department or work area (the detailed workstation-to-workstation and even motion-level flow that drives the detailed layout of an individual area). Each level constrains the one below it — the inter-facility network fixes which departments/processes belong on a given site, the facility-level flow pattern fixes which departments must be adjacent, and only then is the detailed within-department flow designed. Planning material flow in this top-down order avoids the common mistake of optimizing a detailed workstation layout that turns out to be in the wrong department, or a department layout for a facility that should not have received that process at all.

(ii)(b) Work Simplification Approach to Material Flow

Work simplification applies the classical methods-engineering questioning technique — eliminate, combine, rearrange, simplify (the “ECRS” principle) — specifically to material flow rather than to a single operator’s motions. Each flow segment (a move, a delay, a storage, an inspection) is challenged in turn: can this move be eliminated (by relocating the two operations adjacent to each other, or combining them into one)? Can two moves be combined into a single trip with a larger unit load? Can the sequence of operations be rearranged to shorten the total flow path or remove backtracking and crossing flows? And can whatever movement remains be simplified — a straighter path, a better-suited handling method, a smaller number of touches? Because material flow generates cost without adding value to the product, work simplification’s real objective is not to make the necessary flow faster but to remove as much of it as possible, then simplify what is left.

(ii)(c) Principle of Minimizing the Cost of Material Flow

This principle states that, all else equal, the layout and handling system should be selected to minimize the total cost of material flow — not merely the distance travelled. Total flow cost has several components: handling labour and equipment cost, the capital tied up in in-process inventory while material is in transit or queued, damage/loss risk during handling, and the cost of space consumed by aisles, staging and buffer areas that exist only to support flow. Because departments with a high flow volume between them impose the largest share of this cost, the practical corollary is to locate high-interaction departments as close together as possible (minimizing the product of flow volume and distance, $\sum f_{ij}d_{ij}$), so the cost-minimization principle and activity-relationship layout are two views of the same objective.

(iii) Resources of Physical Distribution Systems for Finished Goods

A physical distribution system moves finished goods from the end of production to the customer, and it draws on a distinct set of resources from those used inside the manufacturing process itself: (1) finished-goods warehousing/distribution centres — storage space, racking and inventory-control systems sized to the required customer service level; (2) outbound material handling equipment — order picking, palletizing/unitizing and load-building equipment distinct from in-plant handling, since outbound unit loads (customer orders) rarely match production unit loads; (3) transportation resources — a firm’s own fleet and/or contracted common carriers (truck, rail, air, marine), selected against cost, speed and reliability trade-offs for each customer/lane; (4) packaging resources — protective and shipping packaging distinct from any in-process packaging, sized for the transportation mode and handling the goods will see; (5) order-processing and information systems — order entry, inventory visibility, shipment tracking and customer communication, which coordinate the physical resources above; (6) shipping/dock facilities (Question 6(ii)) — the physical interface between the plant/DC and the outbound transportation; and (7) personnel trained in order fulfillment, load planning and carrier coordination. Because these resources exist specifically to bridge production and the customer, they must be planned as an integrated logistics system rather than as an afterthought once the production facility itself is designed.

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