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22-Mec-B4 Integrated Manufacturing Systems · May 2018

Question 2 of 5: Load-Distance Analysis of a Four-Department Layout

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper format. 16-Mec-B4 Integrated Manufacturing Systems, National Exams May 2018 — a three-hour open-book examination; any non-communicating calculator is permitted. The cover page states that “Five (5) questions constitute a complete paper. There are only five (5) questions” and that “All questions are of equal value”, so every question carries 20 marks against a 100-mark paper. Note 1 invites the candidate to submit a clear statement of any assumptions made where a question is open to interpretation — this paper needs that licence twice, and both places are flagged below in a Check box. Note 4 warns that some answers are wanted in essay form, where clarity and organisation carry marks. All five questions are worked here.

Reference texts. E. S. Buffa and R. K. Sarin, Modern Production / Operations Management, 8th ed. (plant layout and load-distance analysis, materials handling, production planning and control); R. B. Chase, F. R. Jacobs and N. J. Aquilano, Operations and Supply Chain Management, 16th ed. (aggregate planning variables and cost categories, pure and mixed strategies, choice of forecasting technique); S. Nahmias and T. L. Olsen, Production and Operations Analysis, 7th ed. (finite-production-rate lot sizing, reorder points and safety stock); D. C. Montgomery, Introduction to Statistical Quality Control, 8th ed. (Shewhart factors, operating characteristic curves, average run length); A. J. Duncan, Quality Control and Industrial Statistics, 5th ed. (chart practice for the mean and the range); M. P. Groover, Automation, Production Systems, and Computer-Integrated Manufacturing, 5th ed. (material handling systems and unit loads); and C. E. Ebeling, An Introduction to Reliability and Maintainability Engineering, 3rd ed. (hazard-rate behaviour and the case for preventive replacement).

Question 2: Load-Distance Analysis of a Four-Department Layout (20 marks)

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. Four departments occupy a rectangular block divided into a two-by-two grid, A and B along the top and C and D beneath them. The figure brackets the block as 20 ft across the top and 10 ft deep, so each department measures 10 ft by 5 ft and the centre-to-centre pitches are 10 ft between columns and 5 ft between rows. Department sizes are stated to be appropriate, so no department needs to be enlarged or shrunk, and trip cost is proportional to distance alone.

Trips between departments during a typical week
From / toABCD
A–251520
B–2010
C–5
D–

Find. Score the present arrangement on a load-distance basis, judge whether it is a good arrangement, and if it is not, produce the arrangement of the same four departments in the same four positions that minimises weekly travel.

A B C D 20 ft overall 10 ft Present layout 1,025 ft-trips per week A B D C 20 ft overall 10 ft Proposed layout (C and D interchanged) 875 ft-trips per week Block plan — department centres marked
Question 2 — the present block plan and the recommended arrangement. Department centres are marked; interchanging C and D moves both 20-trip relationships onto the 5 ft column pitch.

Check: which dimension the figure's 20 ft and 10 ft brackets carry. The two dimension brackets span the whole block, so they are read here as the overall outside dimensions, giving 10 ft by 5 ft departments and centre pitches of 10 ft and 5 ft. The alternative reading — that 20 ft and 10 ft are themselves the centre-to-centre spacings — multiplies every distance in the problem by exactly two, and therefore doubles every load-distance total (present 2,050, best 1,750 ft-trips per week) while leaving every comparison, the ranking of the six possible layouts, the recommended arrangement and the 14.6 per cent saving completely unchanged. The decision does not depend on which reading is taken; only the absolute score does. A third reading is possible because the 10 ft label sits level with the A–B row: if 10 ft is the depth of one row, both pitches are 10 ft, the present layout scores 1,350 and the same C–D interchange scores 1,200 ft-trips per week (the minimum, an 11.1 per cent saving), so the recommendation still stands. Per Note 1 the reading is stated here rather than assumed silently.

Approach. Convert the block plan into centre-to-centre distances, form the load-distance score by multiplying every interdepartmental trip volume by the distance separating the two departments, then enumerate all 24 ways of assigning four departments to four positions and take the minimum.

  1. Fix the geometry and the three distances a two-by-two block can offer. With a column pitch $\Delta x = 10\ \text{ft}$ and a row pitch $\Delta y = 5\ \text{ft}$, and travel along the aisles (rectangular or rectilinear distance, $d = |\Delta x| + |\Delta y|$), only three separations exist: two departments in the same row are 10 ft apart, two in the same column are 5 ft apart, and two diagonally opposite are $10 + 5 = 15$ ft apart. The set of six pairwise distances is therefore fixed at $\{5,\,5,\,10,\,10,\,15,\,15\}$ no matter how the departments are arranged — all the layout decision can do is match trip volumes to distances.
  2. Score the present layout. The load-distance score is $$\text{LD}=\sum_{i<j} n_{ij}\,d_{ij}$$ where $n_{ij}$ is the weekly trip count between departments $i$ and $j$ and $d_{ij}$ their centre-to-centre distance. With A and B in the top row, C and D beneath, the pairs A–C and B–D are vertical, A–B and C–D horizontal, and A–D and B–C diagonal:
Load-distance score, present layout
PairRelationTrips per week Distance (ft)Trip-feet per week
A–Bsame row2510250
A–Csame column15575
A–Ddiagonal2015300
B–Cdiagonal2015300
B–Dsame column10550
C–Dsame row51050
Total95 1,025

Nearly six-tenths of that total — 600 of 1,025 trip-feet — is spent on the two diagonal moves, and those are precisely the two 20-trip pairs. That is the diagnosis: the layout has put two of its three busiest relationships on the longest journey it has.

  1. Recognise the structure that decides the problem. The two diagonal pairs of a two-by-two block always form a perfect matching of the four departments, and so do the two row pairs and the two column pairs. There are exactly three perfect matchings of four objects, and the six trip volumes therefore split into three sums, one of which must be paid at 15 ft, one at 10 ft and one at 5 ft: $$M_{1}=n_{AB}+n_{CD}=25+5=30,\qquad M_{2}=n_{AC}+n_{BD}=15+10=25,\qquad M_{3}=n_{AD}+n_{BC}=20+20=40$$ with $M_{1}+M_{2}+M_{3}=95$, the total weekly trips. Any layout costs $$\text{LD}=5M_{\text{col}}+10M_{\text{row}}+15M_{\text{diag}}$$ and the present layout, with $M_{\text{col}}=M_{2}$, $M_{\text{row}}=M_{1}$ and $M_{\text{diag}}=M_{3}$, gives $5(25)+10(30)+15(40)=125+300+600=1{,}025$ — the table above, recovered in one line.
  2. Enumerate every arrangement. Assigning four departments to four positions gives $4! = 24$ arrangements, but the block has a four-fold mirror symmetry (left–right and top–bottom flips change nothing physical), so only $24/4 = 6$ distinct scores exist — one for each of the three choices of which matching is diagonal, times two for which of the remaining pair goes into the short 5 ft column relation. Evaluating all six:
All six distinct arrangements of the block
Column pairs (5 ft)Row pairs (10 ft) Diagonal pairs (15 ft)Score (ft-trips/week)
A–D, B–C (40)A–B, C–D (30) A–C, B–D (25)875
A–D, B–C (40)A–C, B–D (25) A–B, C–D (30)900
A–B, C–D (30)A–D, B–C (40) A–C, B–D (25)925
A–C, B–D (25)A–D, B–C (40) A–B, C–D (30)975
A–B, C–D (30)A–C, B–D (25) A–D, B–C (40)1,000
A–C, B–D (25)A–B, C–D (30) A–D, B–C (40)1,025  (present)

The present arrangement is the worst of the six. So the answer to “what do you think of the present layout?” is blunt: it is the poorest of every arrangement available without moving a wall.

  1. State the recommended layout. The minimum, 875 ft-trips per week, puts the two heavy 20-trip pairs A–D and B–C into the short 5 ft column relation and banishes the light A–C and B–D traffic to the diagonals. One arrangement that does it is A and B unchanged in the top row with C and D interchanged beneath, so that D sits under A and C sits under B:
Load-distance score, proposed layout (A B on top, D C beneath)
PairRelationTrips per week Distance (ft)Trip-feet per week
A–Bsame row2510250
A–Dsame column205100
B–Csame column205100
A–Cdiagonal1515225
B–Ddiagonal1015150
C–Dsame row51050
Total95 875

Checking against the matching form, $5(40)+10(30)+15(25)=200+300+375=875$, which agrees. The saving is

$$\Delta = 1{,}025 - 875 = \boxed{150\ \text{ft-trips per week},\ \text{a reduction of }14.6\%}$$
  1. Confirm that the conclusion does not depend on the distance metric. If trips are assumed to travel in a straight line rather than along aisles, the diagonal becomes $\sqrt{10^{2}+5^{2}} = 11.18$ ft instead of 15 ft. The present layout then scores $5(25)+10(30)+11.18(40) = 872.2$ ft-trips per week and the same proposed arrangement scores $5(40)+10(30)+11.18(25) = 779.5$, a saving of 92.7 ft-trips or 10.6 per cent. The recommendation is identical under both metrics, and it was shown above that it is also identical under either reading of the figure's dimensions, so it is robust.
  2. Close with the practical judgement. The change is the cheapest one available: only two departments move, they exchange places, and the question states that the department sizes are appropriate, so the two swapped rooms are the same 10 ft by 5 ft and no partition has to be rebuilt. C and D are also the natural pair to disturb, because the C–D relationship is the lightest in the building at five trips a week, so the disruption falls where the traffic is thinnest. Against that, the load-distance model values every trip equally; before committing, one would confirm that no trip type carries an unusual burden (a heavy or awkward load, a queue of waiting customers, a confidentiality requirement) and that no department has an unavoidable relationship with the entrance or with a service core, since either would add a fixed term that this model omits.
Final results — Question 2
QuantityValue
Centre-to-centre distances (row / column / diagonal, rectangular travel) 10 ft / 5 ft / 15 ft
Load-distance score, present layout1,025 ft-trips per week
Verdict on the present layout Worst of the six possible arrangements
Recommended changeInterchange departments C and D
Load-distance score, proposed layout875 ft-trips per week
Saving150 ft-trips per week (14.6 %)
Same comparison on straight-line distance 872.2 → 779.5 ft-trips per week (10.6 %)