4: Introducing Classes, Objects, and Methods in .net C#

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human voice. Figure 7.4 illustrates the general frequency allocation on the local loop to the subscriber for one type of DSL service referred to as asymmetrical digital subscriber line (ADSL). The name of this DSL version indicates one key characteristic of its operation, namely that the , data transfer is asymmetrical. In examining Figure 7.4, note that when ADSL operates on a subscriber line, there are actually three channels formed by frequency. One channel, which represents approximately 4 kHz of bandwidth, is allocated for the existing voice telephone operations. A second segment of frequency, which begins at approximately 30 kHz, is allocated to an upstream data channel, while a third segment of frequency is allocated to a downstream data channel. The third segment of frequency is much wider than the second segment to provide a downstream operating rate that is higher than the upstream operating rate. The reason for this asymmetrical design is that for Web surfing, transmission upstream is primarily in the form of relatively short Uniform Resource Locator (URL) Web page addresses, while transmission in the downstream direction consists primarily of Web pages. Because the number of bytes required to transport graphical images and text on a Web page considerably exceeds the number of bytes in a URL, bandwidth for the downstream data channel considerably exceeds the bandwidth allocated for the upstream channel. This results in a higher data transmission rate being obtainable on the downstream channel, which should satisfy the operational requirements of a vast majority of Web surfers. If we turn our focus back to Figure 7.3, we will note that the T1 multiplexer uses a fixed format for allocating digitized voice channels onto a T1 line. That allocation results in twenty-four 64-kbit/s time slots becoming available for use. In this modern era of broadband communications where a single DSL-capable subscriber line can use all or most
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2. Sung H. Park, Bridge Superstructure Design and Rehabilitation, Trenton, NJ - Examples of rating and design using both WSD LFD and LRFR methods. LRFD design aspects for new and replacement bridges: 1. Tonias, D. and Zhao, J., Bridge Engineering - Design of composite concrete and steel bridges using both LFD and LRFD methods. 2. Barker, R. and Puckett, J., Design of Highway Bridges - Design of single and multiple span composite concrete; steel and wood bridges using LRFD methods. 3. FHWA, LRFD for Highway Bridge Substructures and Earth Retaining Structures , Reference Manual, Publication No. FHWA-NHI-05-095. LFD design aspects: 1. Xanthakos, Petros P., Theory and Design of Bridges, John Wiley & Sons, New York, 1993. 2. PennDOT Bridge Design Training Manual, PDT- Pub. No. 302, 1994. 3. Mufti, Aftab A., Bakht, Baidar, Jaeger Leslie G., Bridge Superstructures New Developments , National Book Foundation, Islamabad, 1996. 4. Heins, Conrad and Lawrie, Richard, Design of Modern Concrete Highway Bridges , J. Wiley and Sons, 1984. FHWA and NCHRP publications ASCE Journal of Bridge Engineering International conference proceedings - Bridge conferences in Pittsburgh and New York held regularly and worldwide conferences. Foreign publications in English languages - Canadian codes British codes Indian Australian and New Zealand codes. Short courses: Bridge engineers are referred to specialist courses in rating or design being offered by National Highway Institute (NHI) and some universities. One or two day courses offered by the author on LRFD design of bridges; seismic analysis and design; long span steel cable structures; scour analysis and design of scour countermeasures.
NOTE You can lock a user into a group to restrict the policies applied to the user. This can be done on an AAA server or, if local authentication is used, within the local user account attributes.
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