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C# contains two general categories of built-in data types: value types and reference types. The difference between the two types is what a variable contains. For a value type, a variable holds an actual value, such 3.1416 or 212. For a reference type, a variable holds a reference to the value. The most commonly used reference type is the class, and a discussion of classes and reference types is deferred until later in this book. The value types are described here. At the core of C# are the 13 value types shown in Table 3-1. Collectively, these are referred to as the simple types. They are called simple types because they consist of a single value. (In other words, they are not a composite of two or more values.) They form the foundation of C# s type system, providing the basic, low-level data elements upon which a program operates. The simple types are also sometimes referred to as primitive types.

Figure 6 - 24

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The game industry is, to put it bluntly, male-dominated, and as a result, our games don t appeal to women as well as they might. In order to reach more female gamers, we need more female developers. It s not that every woman telepathically knows what all women want from a game, but taken collectively, a game company with female developers is more likely to get it right than one without any. The Sims, the best-selling PC game of all time, appeals equally to men and women, and its development staff at Maxis is just about equally balanced as well. This is not a coincidence.

The _getdrive( ) function returns the number of the current drive, with A being 1, B being 2, and so on.

Part I:

#include <iostream> using namespace std; int main() { int num; do { cout << "Enter a number (100 to stop): "; cin >> num; } while(num != 100); return 0; }

1 As-built plans and/or shop drawings should be reviewed followed by a thorough site inspection making note of material condition, fatigue prone details, utilities, geometry, girder alignment, and possible paint removal and containment considerations 2 Non-destructive testing should be performed on butt-welded top ange splices to ensure weld soundness 3 Details of particular importance to check are butt-welded splices, partial length cover plate ends, welded lateral gusset plate connections, connection plate/stiffener welds, and shear connector welds in tension or reversal zones For example, brittle fracture was observed in the exterior girder of the Blue River Bridge 4 The designer should consider removing all poor details, fatigue sensitive details, and stress risers of all types All fatigue sensitive details must be analyzed Notch effects, such as rivet holes and non-radius cuts, cause stress increases Lateral connection plates should not be welded to tension anges.

Rivet holes should be made round by reaming to eliminate crack initiation sites Upgrading of fatigue-sensitive details using bolted over-splicing of partial length cover plate ends should also be considered to meet the allowable fatigue stresses Riveted girders should not be retro tted for continuity due to their uncertain fatigue performance and dif cult splice detail requirements Often new load paths are created when widening The stiffness of new members and strengthening of old adjacent members to carry the new live loads should be considered 5 Short-term crack sealing and joint repair in steel: Webs are fracture critical members (FCM) Fracture of thin webs is a dangerous scenario and needs to be xed Steels used in main members should be ordered to the correct level of strength and toughness.

For main members, the material should specify Charpy V Notch (CVN) requirements for the FCM zone and reference the direction of rolling 6 Bond characteristics of carbon ber reinforced plastics to structural steels: Fiber reinforced plastics (FRP) as a structural material can provide an opportunity for structural engineers to propose new structural systems instead of conventional steel or concrete Researchers in Japan studied the bond strength of carbon ber reinforced plastics to structural steels in order to develop the composite structure of steel and ber reinforced plastic It was concluded that the strong anisotropy of ber reinforced plastics may cause local shear stress concentration, resulting in premature debonding..

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