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Anna11 [10]
3 years ago
12

A project manager is faced with the following activities and times associated with a building construction for a cancer research

facility. Each activity can be crashed at most by 2 weeks. The cost associated with each week time reduction is given below. (note: The 1st crash and 2nd crash costs are associated with the first and second time that a specific activity is crashed. So, if you crash Activity A once, the cost is $9,000, if you have to crash Activity A a second time, the cost is $9,500)
Crash Costs
Activity Immediate Predecessor Normal Time (weeks) 1st crash 2nd crash

A 3 $9,000 $9,500
B A 6 $3,500 $6,000
C А 7 $4,000 $5,000
D B 7 $4,500 $6,000
E C 5 $7,000 $7,500
F D,E 8 $10,000 $12,000
G F 2 $14,000 $16,000

What is the minimum cost to crash this project by 2 weeks?

a. $12,000
b. $9,000
c. $16,000
d. $3,500

Business
1 answer:
iogann1982 [59]3 years ago
3 0

Answer:

$12000 ( A )

Explanation:

Calculate The minimum cost to crash this project by 2 weeks

To get the minimum cost to crash this project in 2 weeks we have to first  look to crash the activity on the critical path that has the lowest cost of crashing from the first week

critical path: A-B-D-F-G = 25 weeks

After crashing Activity B by 1 week both paths become critical paths hence we need to crash activity C and D by 1 week each so that the paths can crash simultaneously within 2 weeks

therefore the overall crash cost for 2 weeks will be

crash costs of Activities : B + C + D ( 1st crashes)

                                       = 3500 + 4000 + 4500

                                       = $12000

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The declaration is mostly accurate or correct.

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See below

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Answer:

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efficiency 1,740 U

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std cost           $5.10

actual cost  $5.30

quantity          4,000

(5.1 - 5.3) \times 4,000 = DM \: price \: variance

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(standard\:quantity-actual\:quantity) \times standard \: cost = DM \: quantity \: variance

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(4,000 - 3,900) \times 5.1 = DM \: quantity \: variance

quantity variance  $510.00

DIRECT LABOR VARIANCES

(standard\:rate-actual\:rate) \times actual \: hours = DL \: rate \: variance

std rate  $8.70

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rate variance  $1,860.00

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(6,000 - 6,200) \times 8.70 = DL \: efficiency \: variance

efficiency variance  $(1,740.00)

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