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If you re using a router to cut the side walls, you should first pick the type of 1/4 -thick material to use. (This may depend on what the business has in stock.) The three best choices, with the fastest-cutting material listed first, are as follows: PVC plastic. This can be cut through very quickly and is pretty reasonable in price. It s also the weakest of the materials listed here, but when it s used in a case, it will gain strength from the glue and screws. Wood. Wood can be cut at a fairly reasonable speed and is a good choice if you want to make an interesting-looking portable. Acrylic. You can use this, but it takes longer to rout (which means more cost) and won t have the nice fire-polished edges that laser-cut acrylic does.

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As suggested by Robert Pardo (1993), performance of a model (trading system) or a trader can be measured by the ratio of the achieved profit and loss (P&L) to the potential market profit: Profit performance = P&L / Potential profit (8.1)

The remainder of this chapter describes some important features of Symbian SQL and SQLite in more depth and explains how a programmer can exploit these features to make SQLite run faster or use less memory. Topics are loosely grouped into six optimization domains: data organization, expressions, statements, indexing, using the optimizer and resource usage.

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is sent to the browser. The browser then interprets these HTML tags and shows the output. The question that arises next is how to execute a file on a Web server. Let us discuss the Apache Web server. To execute a file on the Apache Web server, first copy the file in the cgi-bin directory, which is in the Apache directory. The Apache directory is placed in the Apache Group directory, which is on the server side. On the client side, you open the browser. On the address bar, you type:

In early 1982, when Blaine and I first thought about starting a Parkinson s support group in the Bangor area, little printed information was available and no established group was close enough to look in on or contact for advice. Actually, we had mixed feelings about starting something we were so unfamiliar with. In our search for information, we learned about the national organization PSGA and about its annual convention, which was to take place that year at Camp Maria on Chesapeake Bay (Maryland). At the convention, we knew we d be able to talk to people who were familiar with support groups and how to get them started; we would also be able to determine how people felt about support groups and whether the effort would be worth our while. After some hesitation, we decided to attend the convention, and when the day came to leave for Maryland, we headed down the road, still uncertain of our feelings. As we drove closer and closer, we looked at each other and asked what we were getting into. But we didn t turn back, and we were glad we didn t. Camp Maria was beautiful, and the people we met there were friendly, helpful, and encouraging. The advice and information we got from those around us and the feeling of closeness that we experienced

Figure 10.8 (a) Trench topography for 15 pro les of the Andes between 3 N and 56 S showing dip of the Benioff zone at 1:1 scale (left). Bathymetric pro les at right show a vertical exaggeration of 10. (b) Viscous model of trench topography showing mesh grid and boundary conditions (B.C.). Dynamic equilibrium of the trench is controlled by competing buoyancy (top-right) and tectonic (lower-right) forces. Velocity elds represented with arrows are for reference only. (c) Model results showing slab dip under asthenospheric wedge, near-trench slab dip angle, age of subducting slab at the trench, convergence velocity, slip layer viscosity for a layer of 10 km thickness (all images modi ed from Y ez & Cembrano, 2004, by permission of the American Geophysical Union. Copyright 2004 American Geophysical Union). T.J., triple junction; J.F.R., Juan Fern ndez Ridge.

Obviously, resolving these issues is difficult. We believe, however, that understanding the implications of the architect s responses to these questions is critical to the design of a correct, consistent, complete, and usable access control solution. The exercise of examining these questions should be accomplished before choosing any vendor product from several alternatives.

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