Location | x | y | volume v |
w | 12 | 20 | 2600 |
a | 18 | 15 | 1200 |
c | 30 | 7 | 1830 |
m | 32 | 25 | 970 |
a. Location of the new substore by CG method.
Location | x | y | volume v | vixi | viyi |
w | 12 | 20 | 2600 | 31200 | 52000 |
a | 18 | 15 | 1200 | 21600 | 18000 |
c | 30 | 7 | 1830 | 54900 | 12810 |
m | 32 | 25 | 970 | 31040 | 24250 |
6600 | 138740 | 107060 | |||
?vi=6600 | |||||
?vixi=138740 | |||||
?viyi=107060 | |||||
Cooordinates of the centre of gravity xc and yc can now be determined: | |||||
xc=?vixi/?vi=138740/6600 | 21.02 | ||||
yc=?viyi/?vi=107060/6600 | 16.22 | ||||
Thus the coordinates of the location by CG method=21,16 |
b. Possible two sites S1 (25,25 ) and S2 (35,5)
Let us calculate the load distances by the load distance method:
b1. For Site S1.
S1=25,25 | |||||||
Location | x | y | volume v | Distance D | v*D | ||
w | 12 | 20 | 2600 | 13.93 | 36218 | ||
a | 18 | 15 | 1200 | 12.21 | 14652 | ||
c | 30 | 7 | 1830 | 18.68 | 34184.4 | ||
m | 32 | 25 | 970 | 7.00 | 6790 | ||
6600 | 91844.4 | ||||||
Distance= √ [(25-12)2 + (25-20)2 ]=√194=13.93 | 194 | ||||||
(Only one calculation has been verified and the rest taken as shown in the problem. b2. For site 2 |
13.92839 | ||||||
Similarly for S2 (35,5) | |||||||
Location | x | y | volume v | Distance D | v*D | ||
w | 12 | 20 | 2600 | 27.46 | 71396 | ||
a | 18 | 15 | 1200 | 19.72 | 23664 | ||
c | 30 | 7 | 1830 | 5.39 | 9863.7 | ||
m | 32 | 25 | 970 | 20.22 | 19613.4 | ||
6600 | 124537.1 | ||||||
Distance= √ [(35-12)2 + (05-20)2 ]=√ | 754 | ||||||
(Only one calculation has been verified and the rest taken as shown in the problem. | 27.45906 | ||||||
vD1 | 91844.4 | ||||||
vD2 | 124537.1 | ||||||
∴ Site 1 having a total load distance of 91,844 is better than site 2 having a load distance of 124,537 |
c.
The centre of gravity location has been determined while th etwo locations for load distance
have ben specified in the problme.
Now one of the locations S2 proposed is definitely not feasible because the site S1 has a smaller load distance.
Now we ned to compare the S1 and the CG (Location by CG method)
We have not calculated the load distance for the CG, while the load distance for S1 has been calclulated. Si being better than S2 is no reason why it will be better than the CG.
Similarly for CG (21,16) | (ignoring the fractions) | |||||||||||||
Location | x | y | volume v | Distance D | v*D | Distance= √ [(21-12)2 + (16-20)2 ]=√97 = | 97 | 9.848858 | ||||||
w | 12 | 20 | 2600 | 9.85 | 25610 | |||||||||
a | 18 | 15 | 1200 | 3.16 | 3792 | Distance= √ [(21-18)2 + (16-15)2 ]=√10 =3.16 | 3.162278 | |||||||
c | 30 | 7 | 1830 | 12.73 | 23296 | Distance= √ [(21-30)2 + (16-07)2 ]=√162 =12.73 | 12.72792 | |||||||
m | 32 | 25 | 970 | 14.21 | 13784 | Distance= √ [(21-32)2 + (16-25)2 ]=√ 202 =14.21 | 202 | 14.21267 | ||||||
6600 | 66482 | |||||||||||||
Total load distance =66,482 |
Load distance from the CG is much less than the S1.
The CG location is definitely the optimum of the two.
Therefore CG is the best location.
SHUTTLE
There is a slight difference in the load distance calculated above from those given in the problem (66482 v/s 66453.2- 0.04 % only) This is because, here the fractions in the grid values of CG have been ignored.
Total cost =66482*300*0.01= $199,446. This amount has to be borne by the superstore if CG is chosen as the location.
** ** **
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