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Figure 2.5 The basic Service Provider model for delivering Ethernet services (Source: MEF)
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7. B. An adversary is a general term used to describe an attacker (hacker, criminal, terrorist, company spy, disgruntled employee, and so on). A and D are not security terms. C is a class of attack.
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Microsoft s Azure platform is a little different to develop apps for. It is similar to Google App Engine in that you have to download an SDK, but its features are a little more rich. You develop applications within Visual Studio, which you then publish to the Windows cloud. The Azure Services Platform is designed to help you quickly and easily create, deploy, manage, and distribute web services and applications on the Internet. Windows Azure is an operating system for the cloud that serves as the development, run-time, and control environment for the Azure Services Platform. Windows Azure provides developers with on-demand compute and storage to host, scale, and manage web applications on the Internet through Microsoft datacenters.
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// Now, only methods declared by MyClass are obtained. MethodInfo[] mi = t.GetMethods(BindingFlags.DeclaredOnly | BindingFlags.Instance | BindingFlags.Public) ;
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1.232 As mentioned earlier, placing a communications cable system underground is becoming more and more attractive. In heavily populated urban areas, underground facilities are often required. Where underground ducts with connecting vaults are available, cable facilities could be placed. The cable system is often required to lease duct space from the telephone company, electric company, or municipality. This often used to be the only choice, because no utility poles were available. Cable companies operating under these conditions had to have the necessary equipment, such as work area signs, barricades, vault ventilating blowers, and the like, in order to perform underground plant maintenance properly. In suburban and more rural areas, direct burial of coaxial cable is a choice when soil conditions allow for it. Sandy soil, soft clay, or gravel free of stones is best for direct burial of cable. Trenching or plowing of the cable provided a quick and ef cient method of directly placing cable underground with a minimum of restoration. Where the soil contains a lot of rocks and stones, placing the cable in plastic duct is the best method. At rst, trenching was used and the cable was placed in plastic duct, laid in the trench, and then the joints were cemented. Splices, electronic equipment, taps, and power supplies were placed in either metal vertical pedestals or horizontal plastic or metal vaults. Today, integral cable placed in exible conduit is presently available for use in a variety of soil conditions and can be either plowed directly or placed in trenches. If several cables are to be installed at the same time, cable in conduit can be ordered in several color choices for easy identi cation later during repair situations. 1.233 As the cable industry matured and improved, the equipment did as well. Originally, pole-mounted cable construction was performed by technicians climbing poles with belts and hooks. Many of the cable construction people got their training from their former employer, such as the electric company, the telephone company, or the Army Signal Corps. Getting up and down a pole in a safe and expeditious manner was the name of the game. For several years, poles were climbed with belts and hooks; ladders tied at the poles were used by cable construction personnel. Then along came the lift vehicles. Some were simply electrically operated truckmounted extension ladders and some were hydraulically operated jointed boom types. Both had cost and operational features. The vehicles used by the electric companies were usually insulated for certain required high voltage levels and used insulated hydraulic control lines. Since cable operators were working above telephone lines and below power lines, they often used insulated trucks. The jointed hydraulic aerial
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Here s what the code is doing, line by line: The application identifier is heresjohnny. When the application is registered with App Engine, you select a unique identifier, so this will change. It can be named whatever you want at this stage. Since this is the first version of this code, this is number 1. Use this field to keep track of different versions of your app s code. This code runs in the Python runtime environment, version 1. Every request to a URL whose path matches the regular expression /.* will be handled by the heresjohnny.py script.
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Foundations: Soil and Rock Properties; Limit States and Resistance Factors; Spread Footings; Driven Piles; Drilled Shafts; Micro Piles; Seismic Analysis and Design of Foundations Abutments, Piers and Walls: Soil Properties and Materials; Abutments and Conventional Retaining Walls; Piers; Nongravity Cantilevered Walls; Anchored Walls; Mechanically Stabilized Earth Walls; Limit States and Resistance Factors; Prefabricated Modular Walls; Seismic Design of Abutments Buried Structures and Tunnel Liners: Soil and Material Properties; Limit States and Resistance Factors; General Design Features; Metal Pipe, Pipe Arch and Arch Structures; Long Span Structural Plate Structures; Structural Plate Box Structures; Reinforced Concrete Pipe; Reinforced Concrete Cast-in-place and Precast Box Structures and Reinforced Cast in Place Arches; Thermoplastic Pipes; Steel Tunnel Liner Plates; Precast Reinforced Concrete Three Sided Structures Railings: General; Materials; Limit States and Resistance Factors; Traf c Railing; Pedestrian Railing; Bicycle Railings; Combined Railings; Curbs and Sidewalks. Joints and Bearings: Movement and Loads; Bridge Joints; Requirements for Bearings; Special Design Provisions for Bearings; Load Plates and Anchorage for Bearings; Corrosion Protection.
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where v0 = initial velocity dimensionless V0 = initial velocity q = cam angle, radians t = time, sec a = acceleration, in/rad2 A = acceleration, in/sec2 Furthermore, Eq. (2.24) will be used in Chap. 3 where the constant acceleration curve is blended with other curves to optimize the dynamics of the designed acceleration curve. The construction for the constant acceleration curve is shown in Fig. 2.4. Draw line AC, which is made in odd number increments in this case three (i.e., 1, 3, 5), and draw line CD to the midpoint of the rise and draw parallel lines, which will be connected to the three cam increments. This establishes the cam pro le since the steps are 1, 4, 9, and so forth as shown.
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