ie4503 engineering economicsweb.iku.edu.tr/~rgozdemir/ie463/lecture notes/2013-2014... ·...
TRANSCRIPT
![Page 1: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/1.jpg)
IE4503
Engineering
Economics
Instructor: Assoc. Prof. Dr. Rıfat Gürcan Özdemir
Teaching Assistant: Nihan Topuk
![Page 2: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/2.jpg)
2
Course Objectives
Understand cost concepts and how to make an economic desicion with present economy studies
Discuss time value of money for personal finance issues
Learn methods for determining whether an investment project is acceptable (profitable) or not, and how to compare two or more investment alternatives using these methods
Consider involving income-tax, inflation rate and uncertainty with engineering economy studies
![Page 3: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/3.jpg)
3
Course Materials
Text Book:
William G. Sullivan, Wicks and Koelling
Prentice Hall; 14 edition (May 13, 2008)
Lecture notes:
Power point slides (to be published via course web page) http://web.iku.edu.tr/~rgozdemir/IE463/index(IE463).htm
![Page 4: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/4.jpg)
4
Course Topics
Chapter 1: (Chapter 2 in the Text Book)
Cost concepts and present economy studies
Chapter 2: (Chapter 4 in the Text Book)
Time value of money
Chapter 3: (Chapters 5&10 in the Text Book)
Investmet appraisal (evaluating a single
project)
![Page 5: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/5.jpg)
5
Course Topics
Chapter 4: (Chapters 6&10 in the Text Book)
Comparison among alternatives
Chapter 5: (Chapter 7 in the Text Book)
Depreciation and income taxes
Chapter 6: (Chapter 8 in the Text Book)
Price change and inflation rate
Chapter 7: (Chapters 11&12 in the Text Book)
Dealing with uncertainty
![Page 6: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/6.jpg)
6
Grading
Exams (80% of total grade)
Quizzes (15%)
Midterm (30%)
Final (35%)
Assignments (15% of total grade)
Participation (5% of total grade)
![Page 7: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/7.jpg)
IE4503 – Chapter 1
Cost concepts and present
economy studies
![Page 8: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/8.jpg)
8
COST CONCEPTS
Fixed / Variable Costs – If costs change appreciably with fluctuations in business activity, they are “variable.” Otherwise, they are “fixed.”
A widely used cost model is:
Total Costs = Fixed Costs + Variable Costs
Some examples of fixed costs: Insurance, taxes on facilities, administrative salaries, rental payments and initial setup or installation.
Some examples of variable costs: direct labor, direct material, unit transportation.
![Page 9: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/9.jpg)
9
Example 1.1
In connection with surfacing a new highway, a contractor has a choice of two sites on which to set up the mixing plant equipment.
The contractor estimates that it will cost $1.15 per cubic meter per kilometer to haul the asphalt paving material from the mixing plant to the job site.
If site B is selected, there will be an added charge of $96 per day for a flagman
The job requires 50,000 cubic meters of mixed asphalt paving material. It is estimated that four months (17 weeks of five working days per week) will be required for the job
![Page 10: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/10.jpg)
10
Example 1.1 (continued)
Cost Factors Site A Site B
Average hauling distance 6 km 4.3 km
Monthly rental of site $1000 $5000
Cost to setup and remove equipment $15000 $25000
Hauling expense $1.15 / m3/km $1.15 / m3/km
a) Compare the two sites in terms of their fixed, variable,
and total costs.
b) For the selected site, how much profit can be made if
it is paid $8.05 per cubic meter delivered to the job
site?
![Page 11: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/11.jpg)
11
Example 1.1 (solution to a)
Fixed Costs Site A Site B
Monthly rental of site $1000 x 4 $5000 x 4
Cost to setup and remove
equipment
$15,000 $25,000
Flagman wage 0 $96 x 85
Total Fixed Costs $19,000 $53,160
Variable Costs Site A Site B
Hauling expense $1.15 / m3/km x 6 km x
50,000 m3 = $345,000
$1.15 / m3/km x 4.3 km x
50,000 m3 = $247,250
Total Costs Site A Site B
Fixed + Variable $364,000 $300,410
![Page 12: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/12.jpg)
12
Example 1.1 (solution to b)
PROFIT = REVENUE – TOTAL COST
REVENUE = $8.05 / m3 (50,000 m3) = $402,500
PROFIT = $402,500 – $300,410 = $102,090
![Page 13: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/13.jpg)
13
BREAKEVEN ANALYSIS
Notation
TR = Total Revenue
CT = Total Cost
CF = Fixed Cost
CV = Varaible Cost
v = Unit Variable Cost per unit
p = Price per unit
Q = Demand (output rate)
![Page 14: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/14.jpg)
14
BREAKEVEN ANALYSIS
![Page 15: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/15.jpg)
15
BREAKEVEN ANALYSIS
vp
CFQBE
, for p > v.
at BREAKEVEN point (QBE), TR = CT,
so NO LOSS & NO PROFIT
p(Q) = CF + v(Q),
if DEMAND (Q) > QBE , then PROFIT
if DEMAND (Q) < QBE , then LOSS
![Page 16: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/16.jpg)
16
Example 1.3
a) What is the breakeven point in standard service hours and in percentage of total capacity?
b) What is the percentage reduction in the breakeven point (sensitivity) if fixed costs are reduced 10%?
An engineering consulting firm measures its output in a standard service hour unit. The variable cost (v) is $62 per standard service hour. The charge-out rate (i.e., selling price “p”) is 1.38v = $85.56 per hour. The maximum output of the firm is 160,000 hours per year, and its fixed cost (CF) is $2,024,000 per year. For this firm,
![Page 17: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/17.jpg)
17
Example 1.3 (solution to a)
hourshourhourvp
CFQBE 908,85
/62$/56.85$
000,024,2$
![Page 18: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/18.jpg)
18
Example 1.3 (solution to a)
CAPACITYtotalofhours
hours
CAPACITYtotal
QQ BE
BE %5454.0000,160
908,85%
![Page 19: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/19.jpg)
19
Example 1.3 (solution to a)
if CF is reduced by 10%, newQBE = ? and (QBE – newQBE) / QBE = ?
reduced CF = CF (1 – 0.1) = $2,024,000 (0.9) = $1,821,600
hourshourhourvp
CFreducednewQBE 318,77
/62$/56.85$
600,821,1$
%10908,85
318,77908,85%
hrs
hrshrs
Q
newQQQinreduction
BE
BEBE
BE
![Page 20: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/20.jpg)
20
The General Price-Demand Relationship
![Page 21: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/21.jpg)
21
The General Price-Demand Relationship
The relationship between price and demand can be
expressed as a linear function:
where
p = price per unit
Q = demand for the product or service (# of units)
a = base (maximum) price (intercept on the price axis)
b = slope of the price-Demand line
1/b = amount by which demand increases for each unit
decrease in price
Q = a/b – p(1/b) = (a – p) / b
or
p = a – bQ for 0 Q a / b, and a>0, b>0
![Page 22: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/22.jpg)
22
The Total Revenue Function
TR = (price per unit) x (demand) = pQ
where
p = price per unit
Q = demand for the product or service (# of units)
a = base (maximum) price (intercept on the price axis)
b = slope of the price-Demand line
TR = (a - bQ)Q = aQ - bQ2 for 0 Q a / b
![Page 23: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/23.jpg)
23
The Total Revenue Function
![Page 24: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/24.jpg)
24
Nonlinear Breakeven Analysis
Profitable Domain QBE-1 < Q(demand) < QBE-2
![Page 25: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/25.jpg)
25
Breakeven Points
TR = CT TR – CT = 0
)(2
))((4)()( 2
2,1b
CFbvavaQBE
– bQ2 + (a – v)Q – CF = 0
TR = aQ – bQ2 and CT = CF + vQ
![Page 26: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/26.jpg)
26
Profit Function PROFIT = TR – CT = – bQ2 + (a – v)Q – CF
for 0 Q a / b, and a>0, b>0
![Page 27: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/27.jpg)
27
Optimal Production Quantity
PROFIT = TR – CT = – bQ2 + (a – v)Q – CF
b
vaQ
vabQdQ
PROFITd
2
)(*
0)(20)(
It proves that Q* maximizes profit
0,020)(2
bforbdQdQ
PROFITd
![Page 28: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/28.jpg)
28
Example 1.6 A company produces an electronic timing switch that is used
in consumer and commercial products made by several other
manufacturing firms. The fixed cost (CF) is $73,000 per month,
and the variable cost (v) is $83 per unit. The selling price per
unit is p = $180 – 0.02Q. For this situation;
a) Find the volumes at which breakeven occurs; that is, what
is the domain of profitable demand?
b) Determine the optimal volume for this product in order to
maximize profit.
c) What is the maximum profit per month at the optimal
volume?
![Page 29: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/29.jpg)
29
Example 1.6 (solution to a) TR = CT or Profit = 0
Profit = TR – CT = pQ – CF – vQ = 0
Profit = (180 – 0.02Q)Q – 73,000 – 83Q = 0
– 0.02Q2 + (180 – 83) Q – 73,000 = 0
monthunitsQBE /932)02.0(2
)000,73)(02.0(4)97(97 2
1
monthunitsQBE /918,3)02.0(2
)000,73)(02.0(4)97(97 2
2
The domain of profitable
demand per month = 932 units to 3,918 units
![Page 30: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/30.jpg)
30
Example 1.6 (solution to b)
Profit = (180 – 0.02Q)Q – 73,000 – 83Q
Profit = – 0.02Q2 + (180 – 83) Q – 73,000
Take first derivative and set = 0
dProfit / dQ = 0 – 0.04Q + 97 = 0
Q* = 2,425 units /month (# of products that maximizes
profit)
d2Profit / dQdQ = – 0.04 < 0
It proves that Q* maximizes profit
![Page 31: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/31.jpg)
31
Example 1.6 (solution to c)
Use equation for profit and Q* = 2,425 units /month,
Profit = (180 – 0.02Q)Q – 73,000 – 83Q
Profit = – 0.02Q2 + (180 – 83) Q – 73,000
Maximum Profit = – 0.02(2,425)2 + (97)(2,425) – 73,000
Maximum Profit = $44,612 /month
![Page 32: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/32.jpg)
Cost Driven Design Optimization
1. Identify the design variable that is the primary cost
driver.
2. Express the cost model in terms of the design variable.
3. For continuous cost functions, differentiate to find the
optimal value. For discrete functions, calculate cost
over a range of values of the design variable.
4. Solve the equation in step 3 for a continuous function.
For discrete, the optimum value has the minimum cost
value found in step 3.
![Page 33: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/33.jpg)
A simplified cost function.
where,
a is a parameter that represents the directly varying cost(s),
b is a parameter that represents the indirectly varying cost(s),
k is a parameter that represents the fixed cost(s), and
X represents the design variable in question.
![Page 34: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/34.jpg)
Example 2.6 on pg.59
34
How fast should the airplane fly?
23costoperating vnkCO
where,
k = a constant of proportionality
n = the trip length in miles
v = velocity in mile per hour
v
nCC 000,300cost time
![Page 35: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/35.jpg)
Solution
35
v
nvnkCCC COT 000,30023
0000,3002
30
2
21
v
nvnk
dv
dCT
0000,30005625.00375.0 25 vk
mph.68.49005625.0
000,3004.0
*
v
![Page 36: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/36.jpg)
Present Economy Studies
Alternatives are being compared over one year or less.
When revenues and other economic benefits vary among alternatives, choose the alternative that maximizes overall profitability of defect-free output.
When revenues and other economic benefits are not present or are constant among alternatives, choose the alternative that minimizes total cost per defect-free unit.
![Page 37: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/37.jpg)
Example 2.9 on pg.64
Machine A Machine B
Production rate 100 parts/hour 130 parts/hour
Available hours 7 hours/day 6 hours/day
Defective ratio 3% 10%
37
Material cost = $6 per part Selling price = $12 per part
(a) Which machine should be selected?
(b) What is the breakeven defective ratio?
Operator cost = $15 per hour Overhead cost = $5 per hour
![Page 38: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/38.jpg)
Solution to (a)
38
Profit = (100)(7)(12)(1 – 0.03) – (100)(7)(6) – (7)(20)
= $ 3,808 per day
Profit = (130)(6)(12)(1 – 0.10) – (130)(6)(6) – (6)(20)
= $ 3,624 per day
Machine A:
Machine B:
Therefore, select machine A to maximize profit per day
![Page 39: IE4503 Engineering Economicsweb.iku.edu.tr/~rgozdemir/IE463/lecture notes/2013-2014... · 2014-02-12 · 9 Example 1.1 In connection with surfacing a new highway, a contractor has](https://reader033.vdocuments.site/reader033/viewer/2022042119/5e985e9851556f60f349dc63/html5/thumbnails/39.jpg)
Solution to (b)
39
Profit = (130)(6)(12)(1 – X) – (130)(6)(6) – (6)(20) = 3,808
X= 0.08
X, breakeven defective ratio for machine B