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An RJ-45 rollover cable An RJ-45 to DB-9 or RJ-45 to DB-25 terminal adapter: determined by the
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/* The following attribute synchronizes the entire Tock() method. */ [MethodImplAttribute(MethodImplOptions.Synchronized)] public void Tock(bool running) { if(!running) { // stop the clock Monitor.Pulse(this); // notify any waiting threads return; } Console.WriteLine("Tock"); Monitor.Pulse(this); // let Tick() run Monitor.Wait(this); // wait for Tick() to complete } } class MyThread { public Thread Thrd; TickTock ttOb; // Construct a new thread. public MyThread(string name, TickTock tt) { Thrd = new Thread(this.Run); ttOb = tt; Thrd.Name = name; Thrd.Start(); } // Begin execution of new thread.
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as a channel. An I-shape conforms better to conventional steel beam theory, in which the two anges resist bending moment and the web resists shear force. Design of an I-shaped girder consists of the design of its individual components, i.e., compression ange, tension ange, and web. Length, depth, width, and thickness and the relative proportions of each component of an I-girder determine local stress distribution and buckling. Sizing of girders plays an important role in both the elastic and plastic behavior of girders. In steel beam theory, bending moment can be replaced by two axial forces, one compression and one tension, each acting at the other side of the neutral axis. Axial compressive stress in ange will cause local buckling if the ange area is small and also if the ange is long and slender (having high L/r ratio). For a compact steel section, ange thickness needs to exceed a certain minimum, so that the width to thickness ratio is less than 16. Typical values of ange thickness are greater than 1 inch. Stress requirements must also be satis ed. At supports when bottom anges are in compression and there is no lateral bracing available, the thickness of the bottom ange needs to be controlled by the slenderness ratio of the ange width to thickness. The compression part of web will also help prevent buckling by making a T-section with the ange. In addition, torsion may occur at girder ends when girder ends are restrained at bearing supports. Torsional moment occurs due to eccentricity of load application when the result of vertical loads is not located at the center line of the web, especially at fascia girders.
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Figure 28-4: A graded index fiber
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radedeploy /deploy: \\file server\file location\Office 2007\ Office 2007.profile
This is the output produced:
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The first expression statement executes a function call. The second is an assignment. The third expression, though strange, is still evaluated by the compiler because the function f( ) may perform some necessary task. The final example shows that a statement can be empty (sometimes called a null statement).
In this example, all the ports are assigned to VLAN 1. You can add the brief parameter to this command and it will not display the details for each VLAN at the bottom of the display. You can also use the show interface switchport command to see a specific interface s VLAN membership information. This command was shown earlier in the chapter in the Switch Trunk Configuration section.
R u n t i m e Ty p e I D , R e f l e c t i o n , a n d A t t r i b u t e s
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Pay special attention to the way Length is used on the jagged array network_nodes. Recall, a two-dimensional jagged array is an array of arrays. Thus, when the expression
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