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To use the equations, the motor constants, Kv, Kt, I0, and R must be known. The best way to determine the motor constants is to obtain them directly from the motor manufacturer. But since some of us get our motors from surplus stores or pull them out of some other motorized contraption, these constants are usually unknown. Fortunately, this is not a showstopper, because these values can be easily measured through a few experiments. You ll need a voltmeter and a tachometer before you start. To determine the motor speed constant, Kv, run the motor at a constant speed of a few thousand RPMs. Measure the voltage and the motor speed, and record these values. Repeat the test with the motor running a different speed, and record the second values. The motor speed constant is determined by dividing the measured difference in the motor speeds and the difference between the two measured voltages:

23:

When selecting servers to participate in Load Management or when attaching load evaluators in large farms, a delay of several minutes can occur for population of the Available Servers and Selected Servers lists in the Management Console. During this retrieval, the Management Console does not always indicate it is still retrieving information.

We may now solve for the desired integral:

This window is the artist s canvas. It starts when the IDE starts and presents a blank form. All objects are placed on a form. You can drag and drop objects on this form to build an application. Most of the components used for building an application exist on the Component Palette toolbar. As you can see in Figure 28-21, there are a lot of available components. Many are discussed in 29.

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h q 2 - 2 cos 4p , b b 8p h q Acceleration y = 2 sin 4p , b b where h = maximum rise for cycloidal segment When point B is reached, q =

Put an object over the photo, and then use Lens effects, covered in 22. You might not get exactly the effect you want with a Lens, and the advantage to this method is that the change isn t made directly to the photo a Lens effect can be deleted at any time, restoring the normal appearance of objects beneath it. Use the effects such as Bitmaps | 3D Effects | Pinch/Punch. The whole gamut of effects found on the bottom of the Bitmaps menu is covered in 27.

The advantage of using unlicensed bands for WLANs is that you, as a company, don t have to pay a license fee to the government to use these frequencies. However, their main

Applying failure theories and introducing preventive methods: The life of structures can be increased by studying the reasons for failures and developing a methodology to minimize them. Details are provided in 3 of this book.

The output from the program is shown here:

10

It is possible to have a switch as part of the statement sequence of an outer switch. This is called a nested switch. The case constants of the inner and outer switch can contain common values and no conflicts will arise. For example, the following code fragment is perfectly acceptable:

1. Run regedt32. 2. Edit the registry key: HKEY_LOCAL_MACHINE\SOFTWARE\Citrix 3. With the key path for Citrix still selected, choose New Key on the Edit menu. 4. Rename the newly created key to NDS. 5. Highlight the new NDS key. 6. With the NDS still selected, choose New String Value on the Edit menu. 7. Type SyncedDomainName in the String Value dialog box. 8. Enter the name of the domain that has the same user accounts as NDS in the String Editor window to assign this value to the new SyncedDomainName entry. NOTE When this registry key is set, ctxgina.dll replaces the NDS tree name passed from the client to the server with the String placed in SyncedDomainName. Ctxgina.dll then passes the credentials on to nwgina.dll. This allows the passed-on user name and password to authenticate to NDS, and then the domain specified in the SyncedDomainName.

6:

British Bridges Drimsallie Bridge Glanrhyd Railway Bridge over River Towy Multispan masonry arch Ness viaduct Five-span bridge at Forteviot, (May River) Inverness, Scotland Near Llandeilo, Wales Inverness, Scotland 10 km south of Perth, Scotland 1973 1987 1989 1993 One span of bridge collapsed due to washout of abutment in ood foundation scour Flooding, bridge collapsed as a train drove over it ood scour. Heavy oods washed multispan masonry arch bridge away, just after a freight train had passed over it ood scour Flooding, erosion of the gravel bed beneath the downstream face of the shallow founded pier, concrete bag scour protection washed away ood scour.

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