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4.0 Introduction 4.1 Antiderivatives and Inde nite Integrals 4.1.1 The Concept of Antiderivative 4.1.2 The Inde nite Integral 4.2 Area 4.3 Signed Area 4.4 The Area Between Two Curves 4.5 Rules of Integration 4.5.1 Linear Properties 4.5.2 Additivity
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FIGURE 20-5 Using the same prompt in multiple queries passes the same lter value to each query while prompting the user only once.
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History of pelvic inflammatory disease (PID), (most common) History of ectopic pregnancy History of tubal surgery or pathology Diethylstilbestrol (DES) exposure in utero Current intrauterine device (IUD) use Current oral contraceptive pill (OCP) use Infertility History of cervicitis Multiple sexual partners Cigarette smoking
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1. The current AASHTO LRFD Speci cations for Highway Bridges should also be referred to for guidance in providing designs for pot, disc, and elastomeric type bearings. 2. The AASHTO Guide Speci cations for Seismic Isolation Design shall be used for designing isolation bearings when they have been deemed necessary for accommodating seismic loads. These bearings have special performance characteristics, which will alter the dynamic response of a bridge. Superstructure forces can be reduced by factors of 2 to 5 in the lower seismic zones and there are corresponding reductions in the forces transferred to the piers and abutments. 3. Columns: The second most seismically vulnerable aspect of a bridge is the columns. These members hold the structure up and if they shear or are weak in exure, the structure may also experience a catastrophic failure. Columns are retro t utilizing welded A36 steel casings ranging from 1/4 to 5/8 inch in thickness. Steel casings are made circular or as close to circular as practical using an elliptical shape for rectangular columns. The shells are pre-manufactured in two or more sections then eld welded to encircle the column. For circular casings, a minimum 1 inch gap is left all around and the void is lled with grout. Grout is pumped from the bottom up to guarantee no air gaps will be created. Injection ports for the pump will need to be spaced vertically depending on the capacity of the pump used. 4. Catcher blocks: The simplest and least expensive means of allowing the superstructure to oat over the substructure in a large earthquake is to place seat extenders (catcher blocks) under the girders. Once the bearings fail or shear, the weight of the girders transfers to the catcher blocks to ride out the earthquake without a drop failure. 5. Seismic hooks: Where possible, the new top and bottom mats should use seismic hooks to tie the two mats together. Seismic hooks are usually #4 bars with hooked ends that grab the top and bottom mats of a footing (Figure 12.28). 6. Anchor slabs: If a situation arises in which work to a vulnerable substructure is dif cult and costly (say a deep canyon), an anchor slab can be used to stabilize the structure at road level by driving the loads to the abutments. If the superstructure has a rigid transverse con guration (such as box girder bridges), stability both longitudinally and transversely can be achieved by creating a xed moment connection at the abutments. An anchor slab replaces the approach slab in which the new slab is anchored rmly with new piles or is simply a large concrete block. As the superstructure moves away from the abutment or tries to rotate in plane due to the transverse swaying of the middle of the structure, the new anchor slab is engaged and resists this motion. Thus, the stiffness of the superstructure, by being xed at the ends, will increase the transverse stiffness of the system.
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Fig. 9.23 Isolation Transformer System with Single-Phase, 120-Volt Input and 120-Volt Output
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FIgure 8-8 (a) Illustration of ribosome and its role in protein synthesis. (b) Computergenerated front and side view of a ribosome, from the bacteria, Escherichia coli. (Courtesy of Wikimedia Commons.)
Fig. 7-1
high-discharge currents, higher cycle-life, slower self-discharge rate, better long-term storability, and improved low-temperature performance) will continue to provide markets to fund development aimed at improving its disadvantages over lead-acid: higher cost and environment-related cadmium issues. The environmentally benign alter ego to the nickel-cadmium battery is also flat-out superior to it in specific energy and specific power comparisons, and should become the preferred alkaline battery of the future (Figure 8-8). The USABC certainly thought so and is invest its research and development dollars toward this technology. In addition, when talking about nickel metal hydride batteries, Ron Freund s study in the next section tells everyone how mid-range battery packs stand the test of time. Personally, the RAV4 EV was the most reliable EV to get me from White Plains, New York to lower Manhattan and back to White Plains, New York. That should tell it all, but let s hear about Ron s report of his experience with the RAV4.
Solutions to Exercises
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Automatic frequency control. In low-cost non-PLL or non-crystal-controlled transmitters or receivers, an automatic frequency control (AFC) can be used to steady the system s LC local oscillators. General frequency stability is obviously required for any superheterodyne receiver, especially when internal and external temperature changes occur, or the resultant frequency drift would convert any incoming RF signal to an improper IF, causing attenuation and distortion of the baseband signal. A transmitter also has the same reasons to maintain its stability for the receiver, and because it is capable of interfering with other wireless devices within adjacent channels, as well as the negative legal ramifications of a wandering transmitter. A basic example of one type of AFC is shown in Fig. 10.29 for an FM receiver. The IF signal is tapped from the last stage of the IF strip and sent into an FM demodulator, which changes its own voltage output in step with the IF s frequency drift. This drift is due to the unstable LC local oscillators. The demodulated signal is then inserted into the low-pass filter to obtain a DC control voltage
6. Once each wire is wrapped securely, tighten down each of the screws securely until all of the new wires are attached. 7. With all of the connections in place, replace the jack cover, leaving the new wire so that it extends outside the jack. 8. Route the cabling to the site of the new phone jack. 9. On the other end of the new telephone wire, strip and prepare the ends as before, and connect each of the ends to the corresponding contact on the new jack using the color-coding as a guide, as Figure 12-6 shows.
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