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The only way to really comprehend the speed increases (and accompanying bandwidth use decrease) from Citrix s new SpeedScreen Progressive Display technology is to see it firsthand. Citrix s new SpeedScreen Progressive Display technology is mind-blowing for anyone who has worked with Terminal Services or previous Presentation Servers and run graphics-intensive applications. The spinning of a CAD model, the zooming of an X-Ray, or the enhancement of a GIS map have all gone from painful to beautiful. Not only is the user experience now excellent, but there is a significant reduction in network bandwidth costs. CAD, GIS, and PACS users can now enjoy the freedom of working from anywhere, and IT can centrally manage these applications.

The prototypes for these functions are in <process.h>. These functions are not defined by the ANSI/ISO C/C++ standard. The endthread group of functions is used for terminating a thread created by one of the _beginthread( ) functions described earlier. The _endthreadex( ) function returns the value in threadvalue to the calling process.

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As mentioned at the start of this chapter, operator overloading, indexers, and properties help you create classes that can be fully integrated into C# s programming environment. Consider this point: By defining the necessary operators, indexers, and properties, you enable a class type to be used in a program in just the same way as you would use a built-in type. You can act on objects of that class through operators and indexers, and use objects of that class in expressions. Adding properties enables the class to provide an interface consistent with C# s built-in objects. To illustrate the creation and integration of a new class into the C# environment, we will create a class called Set that defines a set type. Before we begin, it is important to understand precisely what we mean by a set. For the purposes of this example, a set is a collection of unique elements. That is, no two elements in any given set can be the same. The ordering of a set s members is irrelevant. Thus, the set { A, B, C } is the same as the set { A, C, B } A set can also be empty. Sets support a number of operations. The ones that we will implement are:

Complete uterine septum (9%): partial fusion that completely divides the uterine horns Bicornate uterus (37%): partial fusion leading to a midline septum (can be partial or complete) Uterine didelphys (11%): failure of fusion resulting in two separate uterine bodies Unicornuate uterus (4%): agenesis of one M llerian duct, with an absence of the corresponding fallopian tube and round ligament What are the symptoms of these uterine anomalies What does the palpation of an inguinal mass in an adolescent patient suggest How should an aberrant gonad be managed Usually asymptomatic; can occasionally cause retention of menstrual flow or infertility Possible aberrant gonad (often with testicular elements) A karyotype should be done and a biopsy of the gonad should be done. If it is an ovary, it should be returned to the peritoneal cavity. If it is a testis, it should be removed

Eliminating the goto would force the use of three if and break statements. In this case, the goto simplifies the code. While this is a contrived example used for illustration, you can probably imagine situations in which a goto might be beneficial. One last point: Although you can jump out of a block (as the preceding example shows), you can t use the goto to jump into a block.

CHAPTER 17:

Failure mode of a steel girder is either by yielding or by buckling. If adequate lateral support is provided, failure will be by yielding. If the member does not satisfy slenderness (kL/r) requirement, failure will occur by out-of-plane buckling due to compression. Failure can also occur by torsion due to lateral de ection. This mode of failure is known as lateral buckling or lateral torsional buckling. Twisting is resisted by a combination of St. Venant (pure) torsion or warping torsion. In closed sections such as boxes and tubes, two webs are available; torsional stiffness is very high in resisting warping torsion, and lateral buckling is not important. All I-shaped girders with thin webs are subjected to additional stress from lateral buckling and need to be designed for combined stresses. Warping torsion is higher for cantilever beams which have high de ection at the free end. Formulae to calculate lateral bucking stress are provided by AASHTO LRFD speci cations.

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