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Precedent said, it cannot be done. Experience said, it is done. Darwin Gross, Universal Key
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Figure 13.6 Customer spanning tree carried over the provider network
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We have found that the green and white wires must not be connected on a boat, but that the green wire must be connected to the boat s ground. Unfortunately, we still may experience a problem. We may have unwittingly created a galvanic cell, which, as we saw in 5, leads to corrosion of underwater metals. Figure 9.14 shows two boats in a marina on shore power. The green wires are properly connected to their respective boat grounds, but they are also connected
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Federal law requires states to periodically inspect public road bridges (normally every two years) and to report these ndings to FHWA. This information characterizes the existing condition of a bridge (compared with one newly built) and identi es de ciencies, either structural or functional. The federal government sets the standards for inspection through the National Bridge Inspection Standards (NBIS; 23 CFR 650 subpart C), which is the basis for the Bridge Inspectors Reference Manual used by federal, state, and contractor personnel for guidance in inspection. The manual sets forth how, with what frequency, and by whom inspection is to be completed. The federal government has not established the same inspection requirements for signs or luminaries as for bridges. As a result, some states do not inspect signs or luminaries. Evaluating physical conditions: 1. Structurally de cient bridge: It is considered structurally de cient if signi cant load-carrying elements are found to be in poor condition, to the point of causing intolerable traf c interruptions. A structurally de cient bridge is one that has major deterioration, cracks, or other aws that reduce its ability to support vehicles. A structurally de cient bridge can suffer partial failures that further decrease its capacity and can pose a risk to public safety. It is not necessarily unsafe, but may require the posting of a vehicle weight restriction. 2. The reasons for substandard conditions are: Deterioration Damage Inadequate waterway opening. 3. Functionally obsolete bridge: It is one where its current geometric characteristics are de cient compared with current design standards and traf c demands: Deck geometry (such as the number and width of lanes) Roadway approach alignment Vertical underclearance. 4. A bridge can be both structurally de cient and functionally obsolete. Structural de ciencies take precedence. About half of structurally de cient bridges are also functionally obsolete. 5. In 2006, about 26 percent of bridges were classi ed as either structurally de cient, functionally obsolete, or both. Only about 12 percent (approximately 74,000) were classi ed as structurally de cient. Theoretically, the ow of funding should keep pace with the increase in de ciencies as time passes. However, it appears that the de ciencies are increasing exponentially in many cases.
This chapter focused on the technology of WLANs, which are becoming more and more common in SOHO and company networks today. WLAN implementations fall under three general categories: narrowband, broadband, and packet data solutions. CSMA/CA is used in wireless to send an RF signal: a device will use Ready-to-Send (RTS) and Clear-to-Send (CTS) signals. This is similar to Ethernet s CSMA/CD. Many factors can affect signal distortion, including absorption (walls), scattering (rough plaster walls), and reflection (metal file cabinets).
23.11.3 Output jitter
Solution: The different positive coefficients of the x2 and y 2 terms tell us this is an ellipse. The linear terms in x andy tell us it is displaced off the x-y axis. Graphing this curve is going to require a completing the square approach with considerable attention to detail. First write x2 + 4x + 9(y2 - 2y) = -4. Now do the completing the square exercise, being very careh1 of the 9 outside the parentheses: (x + 2)2 + 9 ( y - 1)2 = -4 + 4 + 9 = 9 Now divide to reach
Variables, Constants, Operators, and Expressions
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