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To configure the Appsrv.ini file to meet FIPS 140 security requirements, follow these steps: 1. Exit the Program Neighborhood Agent if it is running. Make sure all Program Neighborhood components, including the Connection Center, are closed. 2. Open the individual s user-level Appsrv.ini file (the default directory is %User Profile%\Application Data\ICAClient) in a text editor. 3. Locate the section named [WFClient]. 4. Set the values of these three parameters as follows:
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An analysis of the various RTP and RTCP packet types reveals that RTP and RTCP are written so that packets can be extended with applicationspecific data. In keeping with this flexible approach, RTCP includes an application-defined packet, with the format shown in Figure 2-22. Obviously, this type of packet is used for some nonstandardized applications; hence, the format of the application data is not specified. Some identifier is necessary, however, to enable the packet recipient to understand the data; the payload type value of 204 is not sufficient. If, for example, an experimental application were to require two new types of RTCP packets, each carrying different information, then there must be a means to differentiate between the two types. At this point, the Name field comes into play. This field contains an ASCII string specified by the creator (designer) of the new application and is used to imply a particular coding and significance for the application
The cement shall be expansive hydraulic cement. Admixtures used in the concrete mixture must be compatible. Coarse aggregate stockpiles shall be saturated. Saturation shall be completed a minimum of 24 hours prior to use; however, the application of water by sprinkling shall continue as directed by the engineer. The maximum water/cement ratio shall be between 0.4 and 0.45. Slump at the time and point of concrete placement shall be 3 to 6 in [75 to 150 mm], except for concrete used to slipform bridge medians and parapets. The contractor may elect to slipform the bridge medians or parapets. The use of super plasticizers may be required to achieve a placeable concrete within the speci ed slump range and to meet the maximum water/cement ratio. Concrete shall contain 6 plus or minus 2 percent of entrained air at time and place of concrete placement. Maximum ambient temperature at the time of placement of concrete shall be 80 F. Deck formwork beam anges and reinforcing shall be thoroughly sprinkled with water prior to placement of the concrete. Sprinkled areas shall remain damp until placement of concrete, however, no excess standing water will be allowed. Concrete shall be placed when the rate of evaporation is less than 0.2 lb/sq ft/hour. Atmospheric conditions shall be monitored throughout the pour. If the evaporation rate is exceeded the pour shall be stopped.
Network monitoring and analysis crosses strategic and tactical boundaries, with many people involved in decision-making and implementation. Some generic descriptions of job titles and functions follow. The network manager usually is responsible for long-term strategic decisions regarding the network, is involved in looking at new technologies such as 100Base-X or ATM, and deciding where and when to modify bandwidth. A network manager looks at network trends and performs forecasting and capacity planning.
In the following example, the user Sam works in Supply Chain. He has access to a Sales universe, so he can see the orders; however, he should not be able to see the measure object Margin. In setting this restriction, you first set the restriction and then apply it to the user or group.
You have a choice of two places to begin when you want to edit an object: you can use operations (commands you make with the click of a Property Bar button), or you can use the hands-on approach; both are covered in this chapter. Both approaches will serve you well, and your choice largely depends on what you need to edit, what type of operation is required.
Low Intermediate High
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Method Overloading
Routing Introduction
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