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FIGURE 36.6 (a) View showing how ends are secured; (b) loading diagram; (c) shear-force diagram; (d) bending-moment diagram. (From Applied Mechanics of Materials, by Joseph E. Shigley. Copyright 1976 by McGraw-Hill, Inc. Used with permission of the McGraw-Hill Book Company.)

The sample project, called Particles, started its life as a generic OpenGL project template from Apple I have added a simple game harness around Apple s template code Originally this code was written for the Beginning Game Development for iPhone, and the chapters I wrote in that book go into great detail about this code base Most of the implementation details are not that important to the discussion of particle systems, but I will do a brief overview anyway Let s take a look at the basic design: EAGLView: This is a modified version of the EAGLView you get when you start a new Xcode OpenGL iPhone project It is responsible for OpenGL buffer swapping as well as most of the boilerplate OpenGL initialization stuff This is the main view for the application SceneObject: This is the base class for anything in the game.

Listing 23-3 Data-Term program 3 (Continued).

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The previous relations can be expressed in a more general form as V= dM dx (36.25)

If the flexure is caused by a distributed load, dV d2M = = w dx dx2 (36.26)

where w = a downward-acting load in units of force per unit length. A more general load distribution can be expressed as q = lim

x 0

It has the basic instance vars that most everything that needs to be rendered needs All rendered objects inherit from this class SceneController: This is the main controller for the game It handles the game loop It has a single SceneObject that is the root of all objects in the current scene It is a singleton InputViewController: Since the input and the main view are basically the same thing, this view controller handles the EAGLView as well as wrangling the touch events The input controller has its own list of scene objects that get rendered last, in a heads-up display style RenderController: This object deals with rendering all the scene objects It performs simple culling The render controller uses a SceneObject s mesh to render that object The mesh is basically the collection of all the vertex data for a particular model.

pause 20000 low tele goto init st4: xout mpin,zpin,[houseD\unit1] xout mpin,zpin,[houseD\uniton] pause 15000 xout mpin,zpin,[houseD\unitoff] pause 20000 low tele goto init lamp: 'high lite 'pause 3000 'low lite pause 500 serout opin,17197,[12] for EEaddr=log to endLog 'get sample read EEaddr,msg debug "output ",STR msg,tab,EEaddr,cr pause 100 serout opin,19197,[ msg] pause 500 next

where q is called the load intensity; thus q = w in Eq. (36.26). Two useful facts can be learned by integrating Eqs. (36.25) and (36.26). The first is

(36.27)

which states that the area under the loading function between xA and xB is the same as the change in the shear force from A to B. Also,

Listing 23-3 Data-Term program 3 (Continued ).

MaterialController: This object handles the loading of textures into OpenGL It can handle single textures or atlases when accompanied with a plist file describing the atlas contents GameTypes: This is just a big collection of structs and inline functions that come in handy The two types I use the most in the sample code are BBPoint, an xyz point struct, and BBRange, a range of floats The reason that I am not just showing how to build a stand-alone particles project is that I think it is important to think about how these things fit into the bigger picture Although.

(36.28)

which states that the area of the shear-force diagram between xA and xB is the same as the change in moment from A to B.

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

Figure 36.7 distinguishes between the neutral axis of a section and the neutral axis of a beam, both of which are often referred to simply as the neutral axis. The assumptions used in deriving flexural relations are

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