23-Ind-A3 Facilities Planning · May 2017
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
National Exams — May 2017 — 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, 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) and operator-paced line speed.
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 is built up machine-by-machine and then aggregated, not estimated directly at the facility level: (1) list every machine/equipment item the process design requires, with its model/specification; (2) determine each machine’s static (footprint) space from its manufacturer dimensions — the plan-view area the machine itself occupies; (3) add each machine’s space determination allowances — material-in-process storage immediately at the machine (incoming and outgoing), maintenance/service access clearance, and any auxiliary equipment (controllers, tooling carts) that must sit beside it; (4) add gangway (aisle) space around each machine or machine group for operator and material-handling-equipment access, sized to the handling method chosen; (5) total the individual machine-level space requirements (static + allowances + gangway) into a required area per machine, typically recorded on a standard space-determination template or worksheet; (6) sum every machine’s required area across the department/facility; and (7) apply a building/space-utilization (or “look”) factor to the summed total, since not every square metre of floor area can be perfectly packed with productive space — main aisles, columns, and irregular building shape consume additional area beyond the sum of individual machine requirements. The result is the total machine space requirement that feeds directly into the block-layout and space-relationship-diagram steps that follow.
Space per machine is determined using a space-determination template (a scale drawing, physical or computerized, of the machine’s footprint together with everything that must be accessible around it), built from four component allowances: (1) static (footprint) space — the machine’s own physical dimensions, taken directly from the manufacturer’s specification sheet; (2) machine allowance — clearance for moving machine parts (e.g., a swinging door, an extending ram, a tool-change envelope) that extend beyond the static footprint during normal operation; (3) gangway (aisle) allowance — space for the operator to work at the machine and for material handling equipment to approach and clear it, sized to the specific handling method serving that machine; and (4) equipment/personnel allowance — space for in-process material staged at the machine, auxiliary equipment, and the operator’s own working area. Summing these four components for one machine (or one machine type, if several identical units are used) gives its required space; where a facility has many identical machines, the same per-machine figure is simply multiplied by the machine count, which is what makes the template approach scale to the total-facility calculation in part (i).
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% |