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test tube. Slowly add 3 mL of 0.2M copper(II) sulfate. Pour 3 mL of 2M sodium hydroxide into a clean test tube. Slowly add 3 mL of 0.2M iron(III) chloride. CAUTION: Perform this reaction in the fume hood. Pour 3 mL of 0.2M sodium sulfite into a clean test tube. Slowly add 1 mL of 3M hydrochloric acid. Pour 3 mL of 0.2M ammonium chloride into a clean test tube. Slowly add 3 mL of 0.2M copper(II) sulfate. Pour 3 mL of 0.2M lead(II) nitrate into a clean test tube. Slowly add 3 mL of 0.2M potassium iodide.
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2. The uniform service levels and bridge reliability resulting from using LRFD should ensure superior serviceability and long-term maintainability. These speci cations were calibrated using structural reliability techniques that employ the probability theory. New speci cations are probability-based and incorporate serviceability design while accounting for extreme events such as ship collisions and earthquakes. They can help produce more reliable structures. 3. Signi cant differences between the standard and LRFD speci cations include the live load model, the dynamic load (impact) factor, live load distribution factors (DF), and the load combinations. The standard speci cations use the greater of the HS 20-44 truck or the design lane loading for live load. The LRFD speci cations use the HL-93 model truck. 4. The standard speci cations provide a simple expression for DF for girder bridges in S/D format, where, for example, D 5.5 for a bridge constructed with a concrete deck on prestressed concrete girders carrying two or more lanes of traf c, and S is the girder spacing in feet. The effects of various parameters such as skew, continuity, and deck stiffness are ignored. There was a need to develop DF formulas that apply to a broad range of beam and slab bridges. The live-load DF formulas in the LRFD speci cations consider the effects of different parameters, including skew, deck stiffness, and span length. 5. The fatigue and fracture limit state, which applies primarily to steel bridges, is not applicable to the design of wood components under current design practices. Provisions of the LRFD speci cations that apply are: Use of load and resistance factors. Inclusion of a dynamic load allowance for static truck loads. New live load de ection criteria. Revised load combinations. Live load distribution requirements. New values for material strength (base resistance). The extreme event limit state, which is intended to ensure structural survival in major earthquakes, oods, and vehicle collisions, will generally not control the design of most wooden bridges. For wood bridge design, the most applicable of these limit states are the strength limit state, which is intended to ensure that the structure will provide the required strength and stability over the design life, and the service limit state, which restricts stress and deformation under regular service conditions.
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from which a formal report can be derived. These results, if made available to the network operator, can provide important benchmarks for future performance monitoring and troubleshooting. Because it is sometimes not economically practical to use separate test sets for commissioning tests, installation test sets for more mature network technologies are often provided with commissioning test features as well. As with installation test tools for newer network technologies, commissioning test sets for these may be derivatives of test sets used in the development phase. 4.5 Operational Phase Test and Measurement A network manager is constantly balancing operational cost versus network performance, all the while dealing with the inevitable problems that bring parts of the network down from time to time. Benchmarking normal performance parameters and measuring ongoing network performance and traffic load are key to maintaining the balance, and to successful troubleshooting. A strategy for effective network management should include the following:
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Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.
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However, the form used in the program is more common, although this form will work only with arrays whose constructors take only one argument. When initializing an array of objects whose constructor takes more than one argument, you must use the longer form of initialization. For example:
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