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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.
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Figure 2.11 Hubs in the network.
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Once you are done with a packet capture process, you should remove it with the following command:
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The references made to the section numbers in LRFD Speci cations are brie y summarized here for ready reference. There are 14 sections in the voluminous handbook covering a variety of subjects. Section Number 1 Description Introduction: Service; Fatigue; Strength; and Extreme Limit States; References General Design and Location Features: Design Objectives; Hydrology and Hydraulics; Bridge Security Loads and Load Factors: Load Factors and Combinations; Permanent Loads; Live Loads; Water Loads; Wind Loads; Ice Loads; Earthquake Effects; Earth Pressure; Force Effects due to Superimposed Deformations; Friction Forces; Vessel Collision; Blast Loading Structural Analysis and Evaluation: Acceptable Methods of Structural Analysis; Mathematical Modeling; Static Analysis; Dynamic Analysis; Analysis by Physical Models Concrete Structures: Material Properties; Limit States; Compression members; Design Considerations; Design for Flexural and Axial Effects; Shear and Torsion; Prestressing and Partial Prestressing; Details of Reinforcement; Development and Splices; Durability; Speci c Members; Provisions for Culvert Types Steel Structures: Materials; Limit States; Fatigue and Fracture; General dimensions and Details; Tension Members; Compression Members; I-Section Flexural Members; Box-Section Flexural Members; Miscellaneous Flexural Members; Connections and Splices; Provisions for Structure Types; Piles 7 Aluminum Structures: Materials; Limit States; Fatigue and Fracture; Design Considerations; General Dimensions and Details; Tension Members; Compression Members; Flexural Members; Torsion; Combined Force Effects; Connections and Splices; Provisions for Structure Types Wood Structures: Materials; Limit States; Components in Flexure; Components Under Shear; Components in Tension Parallel to Grain; Components in Combined Flexure and Axial Loading; Bracing Requirements; Camber Requirements; Connection Design Decks and Deck Systems: General Design Requirements; Limit States; Analysis; Concrete Deck Slabs; Metal Decks; Wood Decks and Deck Systems
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(Reprinted, with permission, from Stolz W, Braun-Falco O, Bilek P et al. (2002) Color Atlas of Dermatoscopy. Second Edition. Blackwell Publishing, Oxford.)
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Appendix
1. 2. 3. 4. 5. 6. Unstable h(t) = cos 4t, stable h(t) = e6t , unstable h(t) = tu(t), unstable h(t) = e 2t sin 6t, stable Unstable, lim v c (t) =
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The IF statement is the granddaddy function in formulas. It makes the spreadsheet more than just a calculator because IF allows what-if scenarios: different results can be shown based on different conditions that have been set. It has three arguments, and its syntax is as follows: =IF(ThisConditionIsTrue,DoThis,ElseDoThis) As an example, you can have the condition If A1 contains a number that is not a zero, then show the contents of B1, otherwise show the contents of C1. This would be written as: =IF(A1<>0,B1,C1) Let s look at this formula carefully and note the following:
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