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Division Figure 2.6b
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Alternatively, you can replace all the occurrences of the zero digit with another character after formatting with the translate() function as follows:
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3 Information Sources: What is Out There to be Sent
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In short, the code presented in this chapter is in two parts. There is a server application that you can use as a starting point for your own server application. The second half of the code is an Internet client object. Yes, that s right, an ActiveX DLL object. You can use Visual Basic, Delphi, Access, or any other COM (Component Object Model) platform to access and communicate with your server application. The premise here is simple. You create an instance of my cfSocket object in your VB application. The object connects you to a server application via Winsock using a dsSocket or MS Winsock object (see 9 for more information on these objects). You then send commands and data to the server, and the server returns data back to you. Not only that, but the server can fire an event in your client object (sometimes referred to as PUSH technology). Since it is all written in VB, you can create your own applications that accept custom commands (with data) that you specify. On the Internet server side, you can respond to those commands and data, process them, and send back response codes and data to the client. Now let me illuminate the possibilities here. You have a web site. You re running Microsoft Internet Information Server. You use Active Server Pages (see 11) to access your custom Winsock object, which then connects to any machine on the Internet that is running your server application. Now you are effectively routing web page requests from your web server to a machine in another location, which has your data on it. You could also write your own client/server systems using this method. You have at your
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Unlike the common and purlin roof, both of these roof types are tied together by the ceiling joist of the truss members; this tying keeps the roof together. Without the tie, signi cant side-thrust would be imposed upon the supporting external walls of the house which carry the rafters a side thrust for which they are not designed and may not be capable of supporting. Figure 12.4 indicates the direction of stresses in the roof structure. The internal members simply offer intermediate support for the rafter and ceiling joist of the truss, thus allowing a reduction in timber size. It is, then, essential to leave these internal members in place until the new structure has been established. As these roofs are engineered structures, no attempt will be made here to give rule of thumb advice on internal truss member replacement this advice must come from a structural engineer. As both the bolted truss and the trussed rafter roofs are generally designed to span from external wall to external wall without intermediate support, the provision of a new joist capable of carrying the oor is going to be dif cult simply because of the span involved. One possible solution is illustrated in Fig. 12.5. The glued laminated beam purlin illustrated will have to span between load bearing walls running across the building or from gable end to gable end. The purlin will be designed to carry both oor and roof structure loads via the side wall studs indicated in the illustration. A similar structure is illustrated in Fig. 6.17. Although this particular illustration assumes a prefabricated rafter structure, clearly the beam and oor joist system could be applied to the conversion. Similarly, the upper roof structure of the trussed roof will also need supporting on some form of heavy purlin, again as indicated in Fig. 6.17, but in this case the rafter would be the existing rafter. Some of the internal members may be those of the existing trussed rafter or bolted truss roof with new ceiling joists being tted on metal hangers supported on the new purlins. It will be noted from the above brief description that on both the TDA and the trussed rafter roofs no attempt has been made to give a detailed description of conversion because this must be designed by a structural engineer. In both cases the basic rafter and ceiling ties have been left undisturbed.
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Process management ............................................................................. Thread management ............................................................................ Process and thread synchronization ...................................................... Module management ............................................................................ The Windows 95 address space ............................................................ Windows 95 memory management ....................................................... Memory mapped files ........................................................................... Structured exception handling .............................................................. The registry ........................................................................................... Additions to USER ............................................................................... System information and debugging ....................................................... "Dirty Little Secrets" About Windows 95 ................................................... Anti-hacking code ................................................................................ The Win32 APl farce ............................................................................ Free system resource fudging ................................................................ Winl6 isn't dead ................................................................................... Summary .....................................................................................................
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APPENDICES
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Figure 12-10. Generic MAC header elds along with number of bits.
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