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7.5.1 Role of Normalization in the Database Development Process
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Table 1.2 Shows the overlap of bridge types for a variety of span lengths. S. No. CONCRETE 1 2 3 4 5 6 STEEL 7 8 9 10 11 FLEXIBLE CABLE 12 13 14 Approximate Range of Span Length (feet) 20 50 50 140 30 150 140 200 130 750 6 36 40 110 60 300 100 600 500 1700 500 1800 500 1500 600 2000 1000 6500 Bridge Type Selection RC/PS slab PS box PS I/bulb girder PT box girder PT segmental box Precast concrete culvert Composite beams Steel plate girder Steel box girder Steel arches Steel truss Cable stayed box Steel cable stayed Steel suspension
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Figure 10-3. Central store schema extensions
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One of the continuous duties of an engineer is maintenance. Maintenance is not just patching concrete. It includes preventing failure by managing, disciplining, and applying structural mechanics to the structural domain of bridge components, made up of single or composite materials. 3 covered reasons for failure. It is important to understand both the mechanics/mechanisms behind a failure and the applicable theory of yielding and fracture so that future designs can be made safer. Retro t of bridge components, widening or replacement usually require use of computer software. Theories of both elasticity and plasticity are required to understand the behavior of a bridge or a given member. In general, at failure nonlinear behavior due to large deformations or due to formation of plastic hinges (nonlinear stress) will take place. In this chapter, facilitated computer-based analysis based on understanding of the component behavior. In addition the review of fundamental concepts, ner points in analysis such as arching action in deck slabs, theories of yielding of steel (due to Tresca and Von Mises), modi ed compression eld theory (MCFT), and simpli ed bending and shear formulae under moving loads for single span girders are addressed. It will be noted that the more accurate the analytical methods, besides safety, the greater the economy in design. Hand calculations are kept to a minimum since in the design of ce the culture of obtaining numerical solutions is shifted to software usage. 4.1.2 Diagnostic and Preservation Approach to Analysis Criteria for effective performance can best be satis ed by a diagnostic and preservation approach. All diagnostic or preservation design is based on analysis of the de cient structure and the remodeled or rehabilitated structures.
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Inside Inside Inside Inside Inside MyMeth(int): 10 MyMeth(double): 10.1 MyMeth(byte): 99 MyMeth(int): 10 MyMeth(double): 11.5
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3 Batteries
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nal history of workers with access to vital areas or safeguards information is a rational method of clearing these workers. Similarly, in a case involving a challenge to a New York state regulation requiring fingerprinting of all employees of national stock exchanges, a federal district court found that possession of an individual s fingerprints does not create an atmosphere of general surveillance or indicate that they will be used for inadmissible purposes. Fingerprints provide a simple means of identification no more. 15 The court observed that as long as the government had a valid justification for the taking of the prints under reasonable circumstances, their use for future identification purposes even in criminal investigations, is not impermissible. Thus, it seems unlikely that the federal judiciary would invalidate government searching of the civil files provided there was a rational basis to conduct such searches.
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