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ENGINEERING MANAGEMENT

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Introduction This paper presents a discussion of engineering management. The engineer is "primarily interested in the materials subsystem, dealing with the methods and processes for the allocation of materialrelated resources to the design, development, and operation of engineering systems" (Cleland, and Kocaoglu, 1981, 6). A manager's "primary interest . . . is on the allocation of human and nonhuman resources to perform the tasks demanded of his (sic) organization. His (sic) problems are usually more openended and less well defined than the engineer's problems" (Cleland, and Kocaoglu, 1981, 6). Engineering management unites these two sets of interests. Engineering management, thus, is a combination of industrial engineering, managerial economics, and human resources management.The Scope of Engineering Management

The scope of engineering management is broad; however, it is also deep. Broadly, the engineering manager must be prepared to deal with technological engineering problems, human resources management problems, production efficiency problems, and problems associated with an organization's external

1 2environment (Cleland, and Kocaoglu, 1981). In depth, however, the engineering manager must be proficient in, or knowledgable of:

1. all aspects of project management, including the concept of the project life cycle (Cleland, and Kocauglu, 1981, 190);

2. all aspects of human resources m

. . .
ach event; and (4) a specific starting point (Sisk, 1985). In the application of the network concept to construction project management, two separate systems were developed concurrently: (1) the CPM; and (2) the program evaluation and review technique (PERT). The development of CPM began in 1956 at the du Pont Company, and was originally designed for use in the company's own engineering operations. PERT was designed by the U. S. Navy, beginning in 1957, for the management of its Polaris Fleet Balistic Missile program. 5 The Critical Path Method From its inception, CPM was a computerbased system. By 1957, the basic elements of CPM had been defined, and no "fundamental changes have been made in this . . . work" (O'Brien, 1984, 5). CPM relies on the four essential components of the network concept. The critical path in a series of events in a network was defined as the longest route through the network of events. CPM emphasizes both time and cost in construction applications (Levy, Thompson, and Wiest, 1963). PERT also relies on computer support. In its original form PERT emphasized time, and provided a means of calculating the most probable time for completion of a project. PERT provides probability estimates of t
. . .

Some common words found in the essay are:
Path Method, INTEGRATIVE CONCLUSION, Cleland Kocauglu, CPM PERT, Jha Macedo, Murphy's Law, World War, Cleland Kocaoglu, Thompson Wiest, Frederick Taylor, engineering management, project management, sisk 1985, construction management, cleland kocauglu 1981, kocauglu 1981, o'brien 1984, cleland kocauglu, cpm schedule, critical path, project control, critical path method, cleland kocaoglu 1981, construction management project, goldharber jha macedo,
Approximate Word count = 2023
Approximate Pages = 8 (250 words per page)

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