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Description Once installation is complete, the Installation Manager subsystem adds a log entry to the data store under InstallationManagement | EventLog. In addition, an entry is added to the registry of the server under HKLM\SOFTWARE\Citrix\IMS\2.0\ Jobs\<jobid>, which describes the job status. The Presentation Server Console receives notification that the installation has completed. An entry is written to the data store under InstallationManagement | Installations for the newly installed application. A reboot is performed, if required, or the next package is installed. Logons are reenabled.
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To help you get more familiar with the workings of 802.1d STP, take a look at an example of STP in action. Use the network shown in Figure 14-6 as a starting point and assume that these switches do not support Rapid STP (RSTP), discussed later in the chapter, but only 802.1d STP. I ll also assume that there is only one VLAN. The ports on each switch are labeled with a letter and a number. The letter is the port designator, and the number is the cost of the port as a BPDU enters the port.
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The C++ exception handling subsystem supplies one other function that you may find useful: uncaught_exception( ). Its prototype is shown here: bool uncaught_exception( ); This function returns true if an exception has been thrown but not yet caught. Once caught, the function returns false.
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6 T R A N S C E N D E N T A L F U N C T I O N S
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The prototype for the memcmp( ) function is found in both <string.h> and <mem.h>. The memicmp( ) function is not defined by the ANSI/ISO C/C++ standard. The memcmp( ) function compares the first count characters of the arrays pointed to by buf1 and buf2. The comparison is done lexicographically. The memcmp( ) function returns an integer that is interpreted as indicated here:
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British Bridges Suspension bridge Ynys-y-Gwas Bridge Near Bristol, England West Glamorgan, Whales 1978 1985 Unexpectedly heavy truck traf c, hanger failures, construction errors overloading Segmental construction with thin mortar joints, highly permeable mortar at joints allowed moisture, chlorides and oxygen ready access to tendons, corrosion of longitudinal tendons at the segment joints Deterioration
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