71) Find the shortest route from Node 1 to Node 5. From Node To Node Di

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71) Find the shortest route from Node 1 to Node 5. From Node To Node Distance 1 2 250 1 3 150 1 4 200 2 3 50 2 4 […]

51) The maximal-flow technique might be used A) to help design the moving sidewalks

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51) The maximal-flow technique might be used A) to help design the moving sidewalks transporting passengers from one terminal to another in a busy airport. B) by someone designing the […]

A line in a network that may represent a path or a route is called a(n)

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31) A line in a network that may represent a path or a route is called a(n) A) arc. B) branch. C) line. D) fork. E) sink. 32) A point […]

The points on the network are referred to as nodes.

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1) The points on the network are referred to as nodes. 2) Lines connecting nodes on a network are called links. 3) Transportation models may be used when a firm […]

The crash time of an activity represents

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111) The crash time of an activity represents A) the normal time to complete an activity. B) the most pessimistic time to complete an activity. C) the incremental decrease in […]

Using the data in Table 11-4, determine the latest time activity A can be finished and not delay any activity?

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91) Using the data in Table 11-4, determine the latest time activity A can be finished and not delay any activity? A) 4 B) 0 C) 8 D) 5 E) […]

The work breakdown structure involves identifying the ________ for each activity.

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71) The work breakdown structure involves identifying the ________ for each activity. A) time B) cost C) resource requirements D) predecessors E) All of the above 72) PERT stands for […]

Given an activity’s optimistic, most likely, and pessimistic time estimates of 2, 10, and 20 days respectively, compute the PERT variance for this activity.

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51) Given an activity’s optimistic, most likely, and pessimistic time estimates of 2, 10, and 20 days respectively, compute the PERT variance for this activity. A) 3 B) 6 C) […]

In PERT, the variance in completion time is equal to the variance of the most time consuming activity on the critical path.

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31) In PERT, the variance in completion time is equal to the variance of the most time consuming activity on the critical path. 32) Given the assumptions in PERT, the […]

1) PERT and CPM are quantitative analysis tools designed to schedule and controllarge projects

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1) PERT and CPM are quantitative analysis tools designed to schedule and control large projects. 2) PERT is a deterministic analysis tool allowing for precise times of activities within a […]