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Stresses at demolition or at failure: Many of the failures can be avoided by paying attention to changes in design technology and details. For example, new concrete materials such as lightweight and heavyweight aggregates, structural plastics, and glass composites have different unit weights to that of conventional wet concrete. Such materials display nonhomogeneous and non-isotropic behavior. Current load factors and resistance factors need to be modi ed in the light of experimental results. AASHTO load combinations given in Table 3.4.1-1 do not differentiate between primary and secondary effects. Also, superstructure and substructure load combinations need to be separated. Earth pressure, water loads, and most extreme events need to be tabulated separately.

prefix of the URI specifies the protocol For example, http://wwwHerbSchildtcom uses the prefix http, which specifies hypertext transfer protocol As mentioned earlier, WebRequest and WebResponse are abstract classes that define the general request/response operations that are common to all protocols From them are derived concrete classes that implement specific protocols Derived classes register themselves, using the static method RegisterPrefix( ), which is defined by WebRequest When you create a WebRequest object, the protocol specified by the URI s prefix will automatically be used, if it is available The advantage of this pluggable approach is that most of your code remains the same no matter what type of protocol you are using The NET runtime automatically defines the HTTP, HTTPS, file, and FTP protocols Thus, if you specify a URI that uses the HTTP prefix, you will automatically receive the HTTP-compatible class that supports it.

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For fully continuous retro ts, provisions of Standard Speci cations for Highway Bridges should be applied 6 Filler plates may be used to make up differences in thickness between anges or between webs to be spliced 7 Bolts through the bottom anges must be arranged to avoid interfering with the bearing(s) 8 Installing the splice may require removing the existing end diaphragms and bearing stiffeners A new line of diaphragms and bearing stiffeners should be placed over the centerline of the new bearings Rolled beams may not have bearing stiffeners 9 Expansion joints on the structure should be checked to verify that they can handle the thermal expansion of the continuous girders If it is determined that new joints are required, they should be designed with the current design procedure for expansion joints 10.

If you specify a URI that uses the FTP prefix, you will automatically receive the FTP-compatible class that supports it Because HTTP is the most commonly used protocol, it is the only one discussed in this chapter (The same techniques, however, will apply to all supported protocols) The classes that support HTTP are HttpWebRequest and HttpWebResponse These classes inherit WebRequest and WebResponse and add several members of their own, which apply to the HTTP protocol SystemNet supports both synchronous and asynchronous communication For many Internet uses, synchronous transactions are the best choice because they are easy to use With synchronous communications, your program sends a request and then waits until the response is received For some types of high-performance applications, asynchronous communication is better Using the asynchronous approach, your program can continue processing while waiting for information to be transferred However, asynchronous communications are more difficult to implement.

Furthermore, not all programs benefit from an asynchronous approach For example, often when information is needed from the Internet, there is nothing to do until the information is received In cases like this, the potential gains from the asynchronous approach are not realized Because synchronous Internet access is both easier to use and more universally applicable, it is the only type examined in this chapter Since WebRequest and WebResponse are at the heart of SystemNet, they will be examined next..

The existing pier shall be analyzed for any increased longitudinal or seismic loading caused by the continuity retro t Current seismic retro t criteria should be reviewed 11 Field con rmation of dimensions and steel condition is essential 12 Caution is advised when using continuity retro ts with stage construction The design must carefully consider construction sequencing In no case shall two simple spans be attached to a deck continuous over a pier 13 When replacing the bearings, care must be taken to ensure that the elevation of the superstructure remains the same..

INSERT INTO TableName ( ColumnName*) VALUES (Constant*) INSERT INTO TableName [ ( ColumnName* ) ] <Simple-Select>

G-12

Radians can be related to degrees by using (radians) = (degrees) 180 180 (degrees) = (radians)

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