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capacitor-coupled bandpass filter at either the high end, low end, or middle of the tunable range of the desired bandpass frequencies, depending on the initial tuning voltages you plan to supply to the tuning varactors. 2. Now, remove C1 and C2 of Fig. 6.57, add the replacement components Cv (a varactor diode) and CT , along with the bias resistors R1 and R2, as shown in Fig. 6.56. R1 isolates the two varactors from the effects of each other and, with R2, prevents a direct RF short-circuit to ground through VTUNE; CT blocks the DC inserted by VTUNE from being short-circuited by L1 or L2; Cv supplies the variable tuning capacitance; CC couples the two tank circuits consisting of L1 and CT/CV, and L2 and CT/CV. Select R1 of 24 kilohms each and R2 of 100 kilohms. If VTUNE is to be located at 10 V with a 20-V varactor, choose a varactor diode (Cv) that has a value of C1 in the center of the varactor s capacitance range, then select a CT that is approximately 10 times this value. The capacitance of the series combination of CT and CV, in series, is: CTCV CT CV This is essentially the value of Cv alone because of the high capacitance of CT. And since the value of C1 and C2 in Fig. 6.57 must equal the series combination of CT and Cv of Fig. 6.56, then CT is functioning only as a DC

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Part II:

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a report is best authored in Desktop Intelligence versus Web Intelligence. It does not consider the broader issue of whether or not a report should be authored in Crystal Reports rather than Web Intelligence. See s 1 and 4 for a greater discussion of product positioning. The following table provides a summary of some key differences between Desktop Intelligence and Web Intelligence. Some of these items are important features but do not affect many users. Other items, however, will have a greater impact on your deployment and should be given more consideration. While Table 24-1 compares features, many things are common to both Desktop Intelligence and Web Intelligence documents: document components (described in 18), the microcube approach and drill capabilities ( 19), block styles (described in 21), formula capabilities (described in 22), and more.

The 27r/11 has the units l/hr . If t is measured in hours then 27r/11 must have the units of reciprocal hours so that the sine is of a pure number. It is impossible to take the sine of 3 fl or 6 hours or $1.25. The only choices in taking a sine are a pure number (radians) or degrees, The rate at which the tide is rising, d y / d t , is a maximum when c0s(27r/l1) t is maximum. The cosine function is a maximum at 0 or in th~s case at t = 0 . This point, t = 0 , corresponds to the midpoint between high and low tide (see Fig. 8-2 1). The tide is rising at its fastest rate midway between high and low tide. The maximum rate is

prioritized to assist in developing a reconstruction/rehabilitation program for implementation by the authority. The following page is a suggested schedule for design and construction of the preferred alternative at each bridge location. The schedule also provides an approximate duration for preparation of the environmental permits and for environmental agency review. A comparative study of alternative methods of repairing cracks and joints is required. Case studies of successful repairs for past projects need to be made. Figure 9.3 summarizes some of the common approaches to repair of concrete, including full or partial replacement or crack sealing. Other methods are partial casting, packing, overlaying, and grouting. Repairs are based on condition of defects and can be classi ed as: 1. 2. 3. 4. 5. No repairs needed. Minor repairs needed. Major repairs needed. Partial replacement needed. Full replacement needed.

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