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Orders 2,800 2,600 3,000 Car frames 2,200 1,600 2,000 Truck frames 5. Production scheduling. Labor and material costs for man
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A) Total cost per Model Material cost Unit Labor cost 30 $ 20 $ 50 40 | $ 30 | $ 70 Weekly allocation 1,750 $ 1,250 $ 3,000 $Now put value of y from Equation 2 in Equation 1 (1800 - 40(40 - 0.6667x))/30 60 - 1.3333(40 - 0.6667x) 60 - 53.3320 + 0.8889Now put value of y from Equation 2 in Equation 1 (1720 - 40(42.6667 - 0.6667x))/30 57.3333 - 1.3333(42.6667 - 0.6667x) 57.333B) 30x+40y = 1,600 20x+30y = 1,400 (1600 -40y)/30 (1400 -20x)/30 (1600 - 40(46.6667 - 0.6667x))/30 53.3333 - 1.3333(46.6667 -

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