23-Ind-A3 Facilities Planning · May 2015
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
National Exams — May 2015 — 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) — the facilities-planning hierarchy, the facilities planning process, layout types, computer-integrated manufacturing and automated storage/retrieval, machine space requirements, Muther's Systematic Layout Planning (SLP) procedure, computerized layout algorithms (CRAFT/CORELAP), and material handling equipment; Niebel & Freivalds, Niebel’s Methods, Standards, and Work Design (13th ed.) — assembly-line balancing (Ranked Positional Weight technique), buffer/decoupling design, operator-paced line speed, JIT and lean/waste-elimination concepts.
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.
Total machine space requirement is built bottom-up, from each individual machine's own space need to the full facility total:
1. Compile the equipment list. Obtain, from process/route sheets and capacity planning, every machine type required and the required quantity of each (from throughput/capacity calculations, e.g. the number of stations derived in part (iii)).
2. Determine each machine's static (footprint) space. From manufacturer specification sheets or layout templates, obtain the machine's own physical length and width (and height, where vertical clearance matters).
3. Determine each machine's operating (gangway) space. The additional envelope needed for the machine to function: swing of moving parts, door/panel travel, the operator's working position, and material entering/leaving the machine during the cycle.
4. Determine maintenance and service space. Clearance required for routine maintenance access, lubrication points, and any panels or components that must be opened or removed for service.
5. Determine material storage space at the machine. Incoming (raw/WIP) and outgoing (finished-from-this-station) staging space, sized against the station's buffer policy (Question 5(i)/(ii)).
6. Total the individual machine space, then multiply by quantity. Sum footprint + operating + maintenance + storage space for one machine of each type, then multiply by the number of that machine type required.
7. Sum across all machine types. Add the totals for every machine type to obtain the total machine space requirement for the facility.
8. Apply an allowance factor. A percentage allowance is added for aisles not already captured in gangway space, structural columns, and planned future expansion, since the raw machine total understates the true floor area the facility must provide.
The space allocated to an individual machine is the sum of three components, each obtained the same way used in part (i): (1) the machine's static space — its physical footprint, taken directly from the manufacturer's equipment specification sheet or a to-scale plan/CAD template of the machine; (2) its operating space — the clearance the machine and its operator need while running, including the envelope swept by moving components (doors, tool changers, robot arms), the operator's standing/reach zone, and the space material occupies as it enters and leaves the machine during the work cycle; and (3) its maintenance space — clearance for access panels, lubrication points and service procedures that must be reachable without moving the machine or an adjacent one. In practice these are read directly from a manufacturer's footprint template or 2-D/3-D layout block when detailed data is available; where it is not, a planning-stage approximation applies a standard allowance multiplier (commonly on the order of 1.5–2× the static footprint area) to account for the operating and maintenance envelope, understanding that this is a rough planning figure to be replaced by actual clearance data as soon as it is available, not a substitute for it in the final detailed layout.
Given. 14 task elements with times and immediate-predecessor precedence as tabulated above (total content time $\sum t_i=6.0$ min); required output $=65$ units/hr, produced on a single assembly line.
Find. The theoretical minimum and actual number of stations, the station assignment (schematic), and the resulting line efficiency.
Approach. Compute the required cycle time from the output rate, find the theoretical minimum station count, rank every element by its Ranked Positional Weight (own time + the time of every element that must follow it), then assign elements to stations in RPW-rank order — adding the highest-ranked precedence-ready element that still fits the station's remaining cycle time, and opening a new station only when no ready element fits — finally compute the resulting line efficiency.
| Element | 1 | 3 | 6 | 5 | 2 | 9 | 11 | 4 | 10 | 13 | 7 | 8 | 12 | 14 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RPW (min) | 6.0 | 4.6 | 2.3 | 2.2 | 1.8 | 1.4 | 1.4 | 1.4 | 1.2 | 0.9 | 0.9 | 0.9 | 0.7 | 0.6 |
| Station | Elements (RPW order) | Station time (min) | Idle (min) |
|---|---|---|---|
| 1 | 1, 3 | 0.9 | 0.0231 |
| 2 | 6, 10 | 0.9 | 0.0231 |
| 3 | 5 | 0.8 | 0.1231 |
| 4 | 2, 11 | 0.9 | 0.0231 |
| 5 | 9 | 0.8 | 0.1231 |
| 6 | 4, 13, 7 | 0.8 | 0.1231 |
| 7 | 8, 12, 14 | 0.9 | 0.0231 |
| Quantity | Result |
|---|---|
| Cycle time $C$ | 0.9231 min/unit (65 units/hr) |
| Theoretical minimum stations $N_{min}$ | 7 |
| Actual stations $N_{actual}$ (RPW) | 7 — matches the theoretical minimum |
| Line (balance) efficiency | 92.9% |
| Balance delay | 7.1% |