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In this example, the identity name on the certificate is asa1.cisco.com , the organizational unit (OU) or department value is mydepartment , and the organizational value (O) is cisco .
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Look carefully at these functions. Notice that the right-side argument is not an object of type str_type but rather a pointer to a character array that is, a null-terminated string. However, notice that both functions return an object of type str_type. Although the functions could, in theory, have returned some other type, it makes the most sense to return an object, since the targets of these operations are also objects. The advantage to defining string operations that accept null-terminated strings as the right-side operand is that it allows some statements to be written in a natural way. For example, these are now valid statements:
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The drop-down boxes at the top of the dialog are where you make some preparations for the intended use of the exported graphic. To make good choices here, you really need to know what your customer is likely to do with the file. First, you need to know which office suite they will be using the graphics file with: Corel s or Microsoft s. The answer to this question determines which file format you choose in the Export To drop-down list. Also, ask yourself (and your coworker receiving the file): Will you edit this file using the Office suite s tools, or will you just place it in their document as finished work You also should know what the final destination for their document will be: an onscreen presentation or on the Web, printing to a low-resolution desktop printer or to a professional, commercial printer. If your customer is using Corel WordPerfect Office, choose that in the Export To dropdown box, and all other options gray out. Your exported file will be saved as a WordPerfect Graphics (WPG) file. The Estimated File Size of the saved WPG file appears at the bottom of the dialog. Click OK and the now-familiar Save As dialog appears with Corel WordPerfect Graphic already selected in the Save As Type drop-down. Navigate to where you want to save your file, give it a name in the File Name field, click Save, and you are done.
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With my bot right behind his adversary, I am sure this will be game over. The other bot stops at the white edge of the sumo ring, and my bot runs right into him. The crowd screams as my bot pushes his enemy out of the ring. As the crowd continues to cheer, I pick my bot up from the ring, and marvel that this was only the first battle of three, and only 30 seconds have ticked by. It seemed like hours! This is what you experience when you compete in one of the fastest-growing and most popular robot contests in the world. Robot sumo was originally started in Japan in the late 1980s by Hiroshi Nozawa, and was later introduced to United States robotics clubs by Dr. Mato Hattori. Robot sumo is a robotic version of one of Japan s most popular sports, sumo wrestling. Instead of two humans trying to push each other out of a sumo ring, two robots attempt the same feat. Since its creation, robot sumo has found its way into many robotic clubs, universities, high schools, and elementary schools throughout the world. There are even regional and national championship contests now being held in several countries, and some bots even go on international tours. Robot sumo s growing popularity is due to a number of factors. First, the sport is relatively simple compared with other forms of robotic competition. Take, for example, Robot Wars U.K., where robots are required to fight with not just the primary opponent but also with a number of house bots. Sumo fighting, where robots are only required to push one opponent out of the ring, seems pretty easy by comparison. Because the rules of the event are uncomplicated, bot builders are freed up to use any number of unique designs to give their bots a competitive edge over rivals. And because the bots come in a variety of designs, spectators can easily pick out their favorite bots to root for during the contests. Some bots become more popular than their builders. One of the other factors making robot sumo so attractive to builders is the low cost of constructing this kind of machine. Often, sumo bots are made from parts scavenged out of old broken toys or household electronic products. Thanks to their small size, they can be easily carried around, and they do not require any significant repair costs after a contest. Recent years have seen the growth in popularity of a more aggressive form of robot combat the kind of contests fought on BattleBots, Robot Wars, Bot Bash, and Robotica. As exciting as these contests may be to watch and participate in, the costs to build these bots are significantly higher than those in sumo robotics. Most of the BattleBots-type robots cost at least $3,000 to build, and some of them cost more than $40,000. On the other hand, it s rare to find someone who spent more than $1,000 on a sumo bot in fact, most sumo bots cost less than $500 to construct, and some are virtually built for free if all of the parts can be scrounged out of junk equipment lying around the house. Because the rules of robot sumo prohibit bots from intentionally damaging one another, there are virtually no repair costs after a contest is over. Robotic sumo rules vary in competitions throughout the world. The primary differences are in the size and weight of the bots. The basic rules of the game remain the same, where each bot must try to push its opposing bot out of the sumo ring. The first bot that touches the ground outside the sumo ring loses the round.
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#include <iostream> #include <cstdlib> #include <conio.h> using namespace std; char *fortunes[] = { "Soon, you will come into some money.\n", "A new love will enter your life.\n", "You will live long and prosper.\n", "Now is a good time to invest for the future.\n", "A close friend will ask for a favor.\n" }; int main() { int chance;
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If you re good enough to get into Julliard, your talents will probably be wasted in game development (but you never know). Game audio is one of those areas that it s tricky to get an education for, because music schools aren t used to thinking about video games (and especially not things like interactive scoring), while audio engineering tends to be taught in training programs and trade schools rather than a university setting. Your best bet is probably to decide whether you re primarily a musician who needs to pick up some audio engineering techniques, or primarily an audio engineer who needs to be able to understand and record music. If you really are a musician first and foremost, you should develop that talent if you possibly can. Audio engineering is more of a learned skill highly developed at times, but not as unpredictable as musicianship.
Figure 4.1 The key components of an optical transmission system include a transmitter in the form of a light source, the optical fiber that represents the transmission medium, and a receiver in the form of an optical detector.
1. Select resistance factors: Table 7.10 (5.5.4.2) 2. Select load modi ers: (1.3.2.1) i D R I (0.95 1.0 1.0) 3. Select applicable load combinations: (Table 3.4.1-1) Strength I limit state 1.5 DW 1.75 (LL IM) 1.0 (WA FR)] U i [1.25 DC Service I limit state U 1.0 (DC DW) 1.0 (LL IM) 1.0 WA 0.3 (WS WL) Fatigue limit state U 0.75 (LL IM) 4. Calculate live load force effects: Select number of lanes (3.6.1.1.1) Select multiple presence factors (3.6.1.1.2) 5. Dynamic load allowance IM (3.6.2.1)
REPAIR AND RETROFIT METHODS
1. 2. 3. 4.
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Classification Mandatory Optional Functional or single-valued 1-M M-N 1-1
Like IOS routers, appliances support standard ACLs, which filter packets based on only an address or addresses. However, standard ACLs on appliances cannot be used to filter traffic entering or leaving an interface; instead, standard ACLs are used with other features, like split tunneling with remote access VPNs, or filtering routes when performing redistribution, and many others. Only extended and EtherType ACLs can be used on the appliances to filter traffic through the appliance interfaces. Here is the syntax for creating a standard ACL:
Davis, Allen G., Carlton A. Olsen and Kevin A. Michols, Evaluation of Historic Reinforced Concrete Bridges, Structures 2001 A Structural Engineering Odyssey, ASCE Structural Engineering Institute, Washington, DC, May 2001. Dexter, R., K. Johns and R. Di Bartolo, Smart Sign Support, Civil Engineering, Volume 17, pp. 62 65, September 2000. Dunker, K. and L. Dajin, Foundations for Integral Abutments, ASCE Practical Periodical on Structural Design an Construction, Volume 12, Issue 1, pp. 22 30, February 2007. Historic Bridges Evaluation, Preservation and Management, edited by Hojjat Adeli, CRC Press, April 2008. Life Cycle Cost Analysis Primer, Of ce of Asset Management, Federal Highway Administration, Washington, DC, August 2002. Miller, Ann B., et. al., Final Report: A Management Plan for Historic Bridges in Virginia, Virginia Transportation Research Council, Charlotteville, VA, January 2001. Movable Bridges, Operating Complex Systems, New Jersey Department of Transportation Structural Design Bureau, Trenton, NJ. Perrow, Charles, The Next Catastrophe: Reducing Our Vulnerabilities to Natural, Industrial, and Terrorist Disasters, Princeton University Press, Princeton, NJ, March 2007. Priority Repair Procedure, New Jersey Department of Transportation Bureau of Structural Evaluation, Trenton, NJ, January 2008. Rong, Alex, Structural Analysis of an Ancient Arch Bridge Using Modern Technology, Structures 2004 Building On The Past: Securing The Future, ASCE Structural Engineering Institute, Nashville, TN, May 2004. Shenton, III, Harry W., Michael J. Chajes, William W. Finch, Jr., Scott Hemphill and Rick Craig, Performance on a Historic 19th Century Wrought-Iron Through-Truss Bridge Rehabilitated Using Advanced Composites, Advanced Technology in Structural Engineering Proceedings of Structures Congress 2000, American Society of Civil Engineers, Philadelphia, PA, May 2000. Steel Bridge Design Handbook, 23, Corrosion, National Steel Bridge Alliance. Survey Results of Bridge Maintenance Practices in the Midwest, Federal Highway Administration, Washington, DC, May 2000. Umphrey, J., Derek Beck, G. Ed Ramey and Mary L. Hughes, Rapid Replacement of Four GDOT Bridge Decks, Practical Periodical on Structural Design and Construction, Volume 12, No.1, pp. 48 58, February 2007. Zhou, Y. E., Fatigue Problems in Steel Bridge Structures, Structures 2004 Building On The Past: Securing The Future, ASCE Structural Engineering Institute, Nashville, TN, May 2004.
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