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Signal reliability is now of extreme importance in many modern systems, so some means of signal monitoring and testing should be used. A test technician, who records the data in a site log, can do the testing and monitoring program manually. The advantage of such a program is that if a problem is observed, it can be corrected at once. However, this laborintensive method is the most expensive. An automatic method involves the installation of programmed instruments to make periodic measurements in a predetermined sequence. The results can be converted to digital data and recorded on a oppy disc. This system can also be interrupted manually at the control computer terminal for a visual test of the systems operating parameters. If one or more headend sites are monitored in this fashion, a central of ce monitoring computer can be operated via a data-communication channel through the cable system. Such an interconnected system is shown in Figure 3-17. Each site can in turn be interrogated for its measurement data by the control computer through the usual data-type modems. Data found to be faulty by the monitoring computer will signal an alarm so technical personnel can respond and correct the problem. Carefully selecting the alarm threshold can facilitate heading off problems before an actual signal outage occurs.

The next tab in the New Items dialog box is the Project1 tab. This window shows the forms that are part of the current project.

Los perros corren menos r pidamente que los caballos. Dogs run slower (less quickly) than horses. Los guepardos corren m s r pidamente que los caballos. Cheetahs run faster than horses.

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7 Replace damaged bearings: For proposed construction, xed and expansion type multi-rotational pot bearings or seismic isolation bearings are likely to be more suitable than other conventional types, such as disc or elastomeric pads, to meet seismic requirements Bearings will be designed using the LRFD method Existing rocker and roller bearings have greater height than proposed pot or isolation bearings The difference in height is handled by placing concrete pads or steel plates under the shallow bearings The superstructure will be jacked to remove and replace bearings During stage construction, the existing deck slab may be temporarily supported by steel posts and beams prior to demolition Any underpinning will be removed after the new deck is in position For existing multi-span steel beam bridges, the designer shall consider providing continuity using ange and web connection plates at pier locations.

C y c l e s in an E R D may indicate redundant relationships. A cycle involves a collection o f re lationships arranged in a loop starting and ending with the same entity type. For example in Figure 6.10, there is a cycle o f relationships connecting Customer, Meter. Bill, Reading, and In a cycle, a relationship is redundant if it can be derived from other relationships. and Includes. In the opposite direction, the customer associated ReadBy, and Uses relationships. Although a relationship can be derived, it is and

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

How will you take action on what you ve learned this week List specific steps that you will take that will move you toward your higher purpose. How have the lessons this week guided you closer to your True North What will you review and work on for ongoing improvement and personal development What schedule will you set to accomplish this After completing these four steps, you are now ready to move on to Week 2, No, You Can t Be Anything You Want, but You Can Be Anything You re Capable of Becoming.

What are the options for the intrapartum management of transverse lie What potential problems can be associated with transverse lie

In such situations, analysis of the girder as a continuous member shall be performed Replacement of dual bearing lines with a single bearing should be considered, particularly if replacement of the bearings is required 8 The skew effect behavior of steel bridges and their relative exibility when compared with prestressed concrete bridges must be evaluated and considered in the analysis..

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