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The characteristics of the lter are signi cantly better already. The response of the lter drops quickly over a small frequency range, and in practice it might be enough for many purposes. A plot of a fourth-order Butterworth lter is shown in Fig. 15-8. As n gets even larger, the behavior of the lter quickly approaches the ideal case. In Fig. 15-9, we show a plot for a twentieth-order Butterworth lter. This is an essentially ideal low-pass lter, with a transfer function that rapidly drops to zero at the cutoff frequency c = 1. It is often preferred to have a low-pass lter with a cutoff of a desired sharpness. That is, we may specify how rapidly the magnitude of the transfer function drops off. This can be speci ed by choosing the order n of the Butterworth lter. To determine the order of a Butterworth lter we begin by considering the limit of the transfer function at high frequency. Looking at (15.10) and letting c = 1 without loss of generality, notice that as gets large we can ignore the 1 in the

Specific Quantity Issues Since Webcor self-performs a lot of work, our estimating needs run beyond that of a GC to the level of detail needed by specialty subcontractors At this level, specific modeling practices can have significant effects on the accuracy of the quantity information extracted form the model A good example is the intersection between a slab and a beam shown in Fig 557 The question here is whether to model the beam as 2 ft 0 in deep or as 2 ft 8 in deep It s generally best to model the slab as a monolithic piece, so that would point to modeling the beam 2 ft 0 in deep so as not to count the concrete in the intersection twice However, the rebar is designed for a 2-ft 8-in deep beam.

Figure 4-6

8:

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Figure 16 - 15 shows an envelope with a sticky back, which is pasted into the back of a book or manual. The envelope is printed with a licensing agreement, and the buyer signi es acceptance of the licensing agreement by cutting open the envelope.

Part II:

Since our practice is to determine rebar quantity as pounds per cubic yard of concrete, modeling the beam at 2 ft 0 in would miss a lot of rebar Our solution to this type of problem is to apply a consumption factor (our cost database has a field for this) In this case the beam is modeled at 2 in deep and the rebar cage is 32 in deep, so the consumption factor is 133 Thus if the normal rebar content for beams is 400 lb/yd3, for this beam it would be 532 lb/yd3 The point here is that using a model to generate a quantity takeoff is not simply a matter of pushing a button Standards must be carefully set up and models audited for compliance in order to have them generate accurate numbers.

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The following are the hardware specifications for the machines used as servers in the tests mentioned in this chapter.

As this program demonstrates, when using the nothrow approach, you must check the pointer returned by new after each allocation request.

Widening may require near-term repairs to the existing deck and girders. The objectives are to restore serviceability and the original functionality following distress from severe localized deterioration or from vehicle impact damage. Consider the following physical parameters: 1. Bridge location, pier location, skew angle, and stationing are to be veri ed in eld. 2. Span lengths will be maintained. 3. The number of beams will increase. The type of new beams will be shallower to maintain minimum vertical underclearance. 4. Similar types of parapets will be built for historic reasons. 5. The pier and abutment will be widened to accommodate the new widths of decks. 6. Utilities supported on the bridge may need to be relocated during construction. 7. New nished grade elevations will match existing elevations. 8. A design exception may be required in some cases if minimum vertical clearances cannot be maintained. 9. Drainage scuppers will be relocated and redesigned. 10. Closure deck pour between old and new concrete shall be as per technical speci cations. 11. Existing wing walls need to be demolished, and new walls on new locations are required.

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