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As mentioned earlier, the AttributeUsage attribute specifies the types of items to which an attribute can be applied. AttributeUsage is another name for the System.AttributeUsageAttribute class. AttributeUsage has the following constructor: AttributeUsage(AttributeTargets validOn) Here, validOn specifies the item or items upon which the attribute can be used. AttributeTargets is an enumeration that defines the following values:

str_type str_type::operator+(str_type str) { str_type temp; strcpy(temp.string, string); strcat(temp.string, str.string); return temp; } str_type str_type::operator=(str_type str) { strcpy(string, str.string); return *this; } str_type str_type::operator=(char *str) { str_type temp; strcpy(string, str); strcpy(temp.string, string); return temp; } str_type str_type::operator+(char *str) { str_type temp; strcpy(temp.string, string); strcat(temp.string, str); return temp; } int main() { str_type a("Hello "), b("There"), c; c = a + b; c.show_str(); cout << "\n"; a = "to program in because"; a.show_str(); cout << "\n"; b = c = "C++ is fun"; c = c+" "+a+" "+b; c.show_str(); return 0; }

public static bool TryParse(string str, NumberStyles styles, IFormatProvider fmtpvdr, out float val)

ASP Up (ASPUP) and ASP Up Acknowledgment (ASPUP ACK) The ASPUP message is sent from an M3UA layer to its peer to indicate that the M3UA layer is ready to receive ASP management and ASP traffic-related messages for all routing keys that the ASP is configured to handle. Prior to the establishment of an SCTP association between an SG Process (SGP) and an ASP, the ASP is considered to be in state ASP-DOWN. Once an SCTP association is established, then the affected ASP will send an ASPUP message. This message will cause the SG to consider the ASP to be in state ASPINACTIVE, which means that the ASP is awake but not yet ready to handle traffic. The SG responds to the ASPUP, with the ASPUP ACK message. If the ASP does not receive that response within a timeout period, then the ASP can resend the ASP UP message. ASP Down (ASPDN) and ASP Down Acknowledgment (ASPDN ACK) An ASP will send an ASPDN message to an SG when it wants to be removed from service in all ASs. Sending an ASPDN message will convey that no further DATA, SSNM, or ASPTM messages should be sent to the ASP. The ASPDN message can be generated automatically or as a result of some maintenance action. When an SG receives the ASPDN message, it considers the ASP to be in state ASP-DOWN and responds with an ASPDN ACK message.

and bending stress. Strength is based on ultimate load conditions, while de ection is based on service conditions. Total de ection due to dead and live load plus impact will not exceed yield stress. 2. Sophistications in today s bridge designs combined with advances in development of high performance materials of various grades demands an equally advanced and sophisticated approach to considering serviceability and durability requirements such that it will not negate the economic bene ts of advances made in material development. A simple example of a simply supported beam is used to demonstrate why present serviceability requirements (e.g., de ection limits) can have such a signi cant impact on the design of HPS girder bridges. The maximum moment, Mmax, which is equal to PL/4, is used in strength-based design to size the member cross section. 3. According to Saadeghvaziri of NJIT, the exural equation stress-load relation can be represented as follows: Mc/I PLc/4I (5.1) In this equation, c is distance to extreme bending ber and I is moment of inertia. In typical designs the above equation is solved for required moment of inertia to determine the section geometry. Subsequently, de ection is determined based on the following equation and checked against codes limits. 4. Maximum de ection, max PL3 /48EI (5.2) For most cases the de ection limits are easily satis ed, often with a large margin. However, existing de ection limits negate the economical use of high performance materials because the original basis for these limits were not well established, and they did not consider existing bridge systems and the range of materials currently available. 5. Developing a de ection-strength relation: The required moment of inertia, I, is determined based on material strength PLc/4 . As can be seen, the higher the material strength the lower the required moment of inertia. The required moment of inertia considering de ection limit: I PL3 /48E lim (5.3)

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The ATM Forum has defined five classes of service that carriers can offer to customers. These services are tailored for particular customer applications, and each is specified by particular parameters. The five classes are: 1. Constant Bit Rate (CBR) 2. Variable Bit Rate, real-time (rt-VBR) 3. Variable Bit Rate, non-real-time (nrt-VBR) 4. Unspecified Bit Rate (UBR) 5. Available Bit Rate (ABR) These classes of service are described by two or more of the following traffic parameters:

<list-style-type> Any permitted value for the property list-style-type. <list-style-position> Any permitted value for the property list-style-position. <list-style-image> Any permitted value for the property list-style-image. Note As with other shorthand properties, any unspecified keywords will reset the corresponding properties to their default values. See the section on shorthand properties in 1 for more details.

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a Bitmap Pattern fill by first choosing the Interactive Fill Tool; choose Bitmap Pattern from the Fill Type selector on the Property Bar, and then choose the first pattern from the Fill drop-down on the Property Bar, to the right of the Fill Type selector.