Part A:
Part B:
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This problem consists of two parts. It is about earthwork activity on site. Part A: Sketch...
Sketch a balance curve (as done in lecture slides and the textbook) for a truck-hauling operation with two excavators operating in tandem at 175 cy/hr each and trucks operating at 42 cy/hr each (10 Points). Also, sketch the $/cy vs. trucks curve (plus/minus 2 trucks) (as done in lecture slides and the textbook) if each excavator operates at $110/hr and each truck operates at $70/hr. For example, if you select 6 trucks, develop data points and a curve for 4,5,6,7,...
Part 2 Based upon the results to part 1, the project requires hauling materials to, or from, the site. The following equipment is available for earthwork operations: - One 5-cy heaped capacity bucket loader; a 0.5 min cycle time; 90% fill capacity. - One 7-cy heaped capacity bucket loader; a 0.6 min cycle time; 90% fill capacity. 45.9-cy heaped capacity off-road trucks; a 0.5 min dump time; 100% fill capacity. - Loaded trucks travel through the following three sections: Haul...
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Problem 1: A project to move packed earth requires you to decide whether to use a dozer/scraper operation or excavator/truck operation. Determine the most economical operation based on the dozer/scraper operation estimated at S6.25/lcy All equipment carries a rated heaped capacity, has a fill factor of 105%, and works 45-min hours. Excavators costs $95/hr (including operator), cycle time is 0.28 min, and bucket heaped capacity is 3...
Part 1 Complete the following Earthwork Sheet Material: Earth and Gravel, Swell Factor: 83 Strip fill(cy Total till och Total cut beyl Adj fill (byl Sum (beyl Mass ordinate 1.23 056 2.37 1.20 2.36 3.07 3.60 3.77 3.09 3.01 4.65 Strip cut (boyil 0.04 1.04 097 3.22 2.08 2.33 2.51 1.85 161 1.74 0.88 109 35.70 5.58 18 3.12 2.03 6.77 2.01 2.53 0.82 1.08 1.20 1.92 1.59 1.82 3.95 3.25 2.74 150 7.42 556 80 End-area End area cut...
Part 2 Based upon the results to part 1, the project requires hauling materials to, or from, the site. The following equipment is available for earthwork operations: - One 5-cy heaped capacity bucket loader; a 0.5 min cycle time; 90% fill capacity. - One 7-cy heaped capacity bucket loader; a 0.6 min cycle time; 90% fill capacity. 45.9-cy heaped capacity off-road trucks; a 0.5 min dump time; 100% fill capacity. - Loaded trucks travel through the following three sections: Haul...
(50) 7. Analyze the following operation. A 385C Excavator will be used to load material into a CAT 740 (no ejector) articulated truck. The excavator is equipped with a 6 cy heaped bucket and is capable of cycling every 30 seconds. The material being loaded weighs 3,300 lbs cy. The job efficiency is 90%. The trucks will be hauling the nmaterial 4000 feet over a road with a total rolling resistance of 9% to the dumpsite and 10% total rolling...
Part B: Problem Set - Vertical FDI (65 points total): Consider two firms. The first firm is based in Slovenia and produces ball bearings (upstream firm). The cost of producing ball bearings is 6 per unit. The second firm is based in Greece. This firm produces machines (downstream firm). To produce one machine, the Greek firm must buy 2 ball bearings (ignore shipping costs between Slovenia and Greece). In addition, for each machine it makes it has a production cost...