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Volumes by slicing Volumes of solids of revolution Calculation of work Calculation of averages Calculation of arc length and surface area Hydrostatic pressure Numerical techniques of integration
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This chapter extends your knowledge of data modeling from the notation of entity relationship diagrams (ERDs) to the development of data models for business databases along with rules to convert entity relationship diagrams to relational tables. After this chapter, the student should have acquired the following knowledge and skills: Develop ERDs that are consistent with narrative problems. Use transformations to generate alternative ERDs. D o c u m e n t design decisions implicit in an ERD. Analyze an ERD for c o m m o n design errors. Convert an ERD to a table design using conversion rules.
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In the interest of thoroughness in a discussion about Internet protocols, we need to mention User Datagram Protocol. It also is Transport Layer Protocol, but does not create connections. It is another send and pray protocol like IP. Who then, would want such a thing Consider the problem of a database query. You don t need a connection, but you need an answer quickly. If the answer doesn t come back in a reasonable time, ask again. Both the Domain Name Service (DNS) and Simple Network Management Protocol (SNMP) use UDP. These are both query/response protocols. Figure 29-8 shows the UDP header in all its simplicity.
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// A simple example of recursion. using System; class Factorial {
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Table 6.9 Sample spreadsheet for check bolts for strength I, III, and V load combinations. Strength I / III Axial Force LOCATION 1 R = (H2 + V2)0.5 LOCATION 2 LOCATION 3 NO. OF BOLTS FORCE/BOLT = R/N Shear Resistance R t = ( ) Rn (continued on next page) 1.5 10 15 2.6 15 10 9.01 325 325 3.0017 18.0278 18.0278 6 3.0046 Diagonal Horizontal SMSQ Resultant
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Navigational Tools for Expressing Gratitude
1:
Copyright Glencoe/McGraw-Hill, a division of the McGraw-Hill Companies, Inc.
BrainStem microcontroller (courtesy of Acroname, Inc.)
Part I:
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1. The author recently designed a 42-foot span steel pony truss bridge located at the intersection of fast owing Guthrie Run and C and D Canal (Chesapeake Bay and Delaware River Canal). Abutments and wingwalls were supported on piles. During oods the bridge receives a high level of ow from two directions at right angles. Abutments were constructed behind existing stone walls, which increased span, but scour of piles was eliminated. A timber deck with timber stringers and decking was provided for horse rides over the bridge.
3-13
1 1 + cos 8x 1 + 2 cos 4x + 4 2
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8.4 INERTIA FORCES
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