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where Nt is the total number of coils in the spring. When a spring is compressed to its minimum length, it is said to have bottomed out. At the point where a spring bottoms out, the spring rate increases greatly, since further compression requires deformation in the packed spring wires. This characteristic is sometimes exploited to create progressive springs in which the spring rate increases as the spring is compressed. Figure 11.12a illustrates a compression spring with varying pitch. Unlike the constant pitch spring, where all coils bottom out at once, the more closely spaced coils on a variable pitch spring bottom out at a lower spring de ection than the more widely spaced coils. When a coil bottoms out, the effective number of coils is reduced, so the spring displays a stiffening characteristic in compression, as illustrated in Fig. 11.12b. Note that the bottoming out effect only occurs in compression, since the coils continually move further apart when a coil spring is placed in tension. 11.4.2 Compliance of Other Mechanical Elements Spring rates for any element in the system can be obtained through experimental testing of the force-displacement relationship or, for simple geometries, from basic results from mechanics of materials. A few common force-de ection relationships for simple geometries and their corresponding spring rates are listed in Table 11.1; many more can be found in engineering handbooks or textbooks on the mechanics of materials (Popov, 1976, Chen, 1982, Relvas, 1985, Ungar, 1985). If the desired relationship is not readily available, spring

The output from this program is shown here:

centralized network management console and numerous agents dispersed throughout a large, enterprise network. These intermediate managers are responsible for collecting, storing, and analyzing SNMP information for different segments of the network, referred to as domains. Because each intermediate manager is responsible for a portion of the network, the central management station is relieved of the burden of monitoring each and every device throughout the network. The central manager has a view into the entire network through access to the consolidated information provided by the intermediate managers.

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Notice that instead of writing C / 2 , a new constant C , was introduced. If at the end of the problem the constant is evaluated it does not matter whether the constant is 2 times the original or any other multiple, root, or whatever of the original. Also notice that C , is a new constant.

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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.

The Align tab of this dialog, shown next, enables you to align a selection of objects based on their width and height. To have your selected objects align in a specific way, simply choose

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