23-Ind-A3 Facilities Planning · December 2015
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
National Exams — December 2015 — 98-Ind-A3 Facilities Design. 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, facility location and plant-site selection, manufacturing cells, machine space and line-balancing models, computerized layout algorithms (CRAFT/CORELAP), and material handling equipment/systems; Niebel & Freivalds, Methods, Standards, and Work Design (13th ed.) — assembly-line balancing (Ranked Positional Weight technique), balance delay, and production-quantity planning with scrap/rework.
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.
Given. 12 task elements with times and immediate-predecessor precedence as tabulated above (total content time $\sum t_i=70$ min); the line is operated 7 h/day, 5 days/week, for a required output of 130 units/week.
Find. The theoretical minimum and actual number of stations, the station assignment (schematic), and the resulting line efficiency.
Approach. Convert the weekly output requirement to a cycle time from the available line-operating time, find the theoretical minimum station count, rank every element by its Ranked Positional Weight, assign elements to stations in RPW-rank order — adding the highest-ranked precedence-ready element that still fits the station's remaining cycle time — then compute the resulting line efficiency.
| Element | 1 | 2 | 3 | 6 | 4 | 7 | 5 | 8 | 9 | 10 | 11 | 12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| RPW (min) | 70 | 58 | 31 | 29 | 27 | 25 | 20 | 18 | 18 | 17 | 13 | 7 |
| Station | Elements (assignment order) | Station time (min) | Idle (min) |
|---|---|---|---|
| 1 | 1 | 12 | 4.154 |
| 2 | 2, 3, 4, 5 | 16 | 0.154 |
| 3 | 6, 9 | 13 | 3.154 |
| 4 | 7, 8, 10 | 16 | 0.154 |
| 5 | 11, 12 | 13 | 3.154 |
| Quantity | Result |
|---|---|
| Cycle time $C$ | 16.154 min/unit |
| Theoretical minimum stations $N_{min}$ | 5 |
| Actual stations $N_{actual}$ (RPW) | 5 — matches the theoretical minimum |
| Line (balance) efficiency | 86.7% |
| Balance delay | 13.3% |
Balance (balancing) delay is the fraction of total station-time capacity that goes idle because a fixed cycle time cannot be filled perfectly evenly across every station. In progressive (continuously paced) assembly, several factors push this delay up: (1) Increasing the number of stations for a fixed total work content shrinks the average station's capacity, so the same, largely indivisible task-element times occupy a growing share of each station's cycle — a small element that was a modest fraction of a large station becomes a large, hard-to-absorb fraction of a small one, and delay rises even though the line is, in principle, divided more finely. (2) A required cycle time that does not divide evenly into the individual element times or the total content time forces stations to carry unavoidable slack, since an element cannot be split between two stations (Station 1 above, at 12 of 16.154 min, illustrates this — no other ready element fits the remaining 4.15 min). (3) Tight precedence relationships and zoning restrictions (elements that must or must not share a station) reduce the number of feasible groupings available to the balancing technique, so fewer combinations exist that come close to filling every station to capacity. (4) Variability in individual element times (operator pace differences, machine-paced sub-operations, material variation) means a station sized for the average element time is sometimes forced to run under capacity to avoid exceeding the cycle time on a slower cycle. Each of these narrows the achievable efficiency below 100%, and RPW (or any balancing technique) can only minimize, not eliminate, the resulting delay.
Where a straight RPW/largest-candidate assignment still leaves significant balance delay, several modifications to the standard technique reduce it further, each relaxing one of the assumptions behind the basic method: (1) Splitting large, methods-engineering-divisible task elements into two or more smaller sub-elements (via tooling, fixture, or method redesign) so they can be distributed more flexibly across stations, directly attacking the indivisible-element cause of delay. (2) Combining or sharing operators between adjacent under-loaded stations — a utility/floater operator cross-trained on neighbouring stations absorbs idle capacity that a rigid one-operator-per-station assignment cannot. (3) Duplicating (paralleling) a station whose element(s) cannot be reduced below the cycle time, running two identical stations in parallel each producing at half the rate, which relieves the bottleneck without forcing every other station down to that element's time. (4) Adopting task-sharing / self-balancing arrangements such as a bucket-brigade or U-shaped line, where an operator who finishes early moves forward to help the next station rather than sitting idle, letting the line balance itself dynamically rather than through one fixed station assignment. (5) Relaxing the cycle time slightly above the strict minimum implied by the output requirement, trading a small loss of rated output for a cycle time that divides more evenly into the element times and materially reduces delay. Each of these is a genuine engineering change (to method, staffing, or layout), not a re-run of the same RPW ranking — which is why they are described as modifications to, rather than applications of, the standard technique.