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Internal or member redundancy: A con guration that contains three or more elements that are fastened mechanically such that multiple independent load paths are formed. Failure of one member element would be local and would not cause multiple member failure. Intersecting welds or welds which overlap or are closely located will have high stress concentration. Examples are welds located at the intersection of a transverse and longitudinal stiffener. Tack welds or weld repairs may also reduce the internal or member redundancy. Transverse welds that are perpendicular to the applied stress eld exhibit a greater tendency to crack than continuous longitudinal welds that are parallel to the applied stress eld. The average volume of traf c per day shown on any route would vary according to rush hours, weather conditions, or for an important event. Some lanes may be closed occasionally due to accident or repair. Some states, such as Michigan, have the highest truck loads in the country. There is little control over intensity of out-of-state traf c using interstate highways. Also, projected traf c in 20 years may be much higher. Traf c counts are needed for the planning of each bridge and for fatigue studies. It would be uneconomical to design bridges located on local roads for the same intensity of truck load as the heaviest interstate trucks. Also, the fatigue of girders will be proportional to the frequency and intensity of trucks. Individual traf c counts may only be representative of the time when they were taken. Even an envelope of counts made over a long period may change due to detours implemented elsewhere. At best, these are approximate and are guidelines only; however, as a check a system of weigh stations has been installed that permits loads speci ed by different states.

and two scalar equations in x and y for the moment-balance condition. For the xcomponent, tcw Acw ( d1 + 2 d2 + d3 )ccw cosq1 + tcam Acam ( d1 + d2 + d3 )ccam cos 270 + tcam Acam ( d1 + d2 )ccam cos 90 + tcw Acw d1ccw cosq 2 = 0 where d has been deleted. After expansion, the above relation reduces to tcw Acw (2 d2 + d3 )ccw cosq1 = 0. We obtain the y-component expression likewise, as Acwtcw (2 d2 + d3 )ccw sin q1 - Acam tcam d3ccam = 0. (7.94) (7.93) (7.92)

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public key infrastructure A centralized function that is used to store and publish public keys and other information. public-switched telephone network (PSTN) The common carrier-switched telephone network used to carry voice telephone calls over landlines. qualitative risk analysis A risk analysis methodology where risks are classified on a nonquantified scale, such as High - Medium - Low, or on a simple numeric scale, such as 1 through 5. quality assurance testing (QAT) The portion of software testing where system specifications and technologies are formally tested. quality management Methods and processes where business processes are controlled, monitored, and managed in order to bring about continuous improvement.

Fault management techniques are based on the OAM functions of SONET/SDH networks that provide alarm notification of faults through Alarm In Service (AIS) and Remote Defect Indication (RDI) signals. In addition, performance management techniques are defined to allow measurement of bit errors, cell loss, and cell delay for particular paths and channels in the network. This fault and performance information is gathered by switches at path and channel termination points. It is made available for use by network management systems, together with traffic statistics and information from other measurement devices. As with signaling, the management needs are very different in the private and public parts of ATM networks. Consequently, a whole series of protocols, management information bases (MIBs), and applications are evolving to measure, collect, process, and use the information required to manage an ATM network. 10.6 ATM Adaptation Layer (AAL) The ATM Adaptation layer is responsible for adapting the different types of service data into the fixed-length payload of ATM cells (Figure 10.16). The AAL is the protocol layer between the ATM and services layer. The primary function of this layer is segmentation and reassembly: taking information from the service (such as frame relay) being carried by the network, which can be either variable-length or fixed-rate bit

needed and to solve linear equations. The exibility and versatility of the method enable the designer to re ne motion programs to suit particular needs while still satisfying design constraints, without the need to disturb or add to the design constraints. The generality of the approach allows the same procedures to be applied readily to both simple and demanding cases with equal ease.

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