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where mk is the kinetic coef cient of friction, ms is the static coef cient of friction and c is a positive number used to produce a smooth transition between the two coef cients (the larger the value of c, the more abrupt the change between static and dynamic friction) This model is still not suf cient to capture stiction or stick-slip friction where the difference between static and dynamic friction values causes a system to move intermittently Capturing such effects is challenging because of the discontinuity involved as the system transitions between stasis and motion Models for stick-slip friction are available, Karnopp (1985), Haessig and Friedland (1991) but can be numerically dif cult to implement 1153 Mechanical Ef ciency Although mechanical ef ciency does not take the form of the damping element illustrated in Fig 1118, it does represent a form of system damping and can often be an effective way to model dissipation in the system Mechanical ef ciency, h, is de ned in terms of the ratio of input power to output power for a certain subsystem such as a gear train



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Table 67 Lane loads of 064 kips/ft ( 18 kips concentrated load for moment and 26 kips for shear) in lieu of H-20 truck Span Length (Feet) Small spans 20 22 24 26 28 30 32 34 36 38 40 Medium spans 42 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 33012 3645 425 4895 558 6305 707 7875 872 9605 1053 11495 1250 13545 1463 15755 1692 36587 39574 44557 49543 558 6305 707 7875 872 9605 1053 11495 1250 13545 1463 15755 1692 3944 404 42 436 452 468 484 50 516 532 548 564 58 596 612 628 644 122 13772 15408 17108 18872 207 22592 24548 26568 28652 308 14792 16756 18727 20702 2268 24661 26645 28631 30618 32606 34596 324 3304 3368 3432 3496 356 3624 3688 3752 3816 388 Max Lane Mid- Governing span Moment Moment (Kip-Ft) (Kip-Ft) Governing Shear Force (Kips)





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(1168)

To make physical sense, the value of h must lie between zero (completely inef cient) and one (perfectly ef cient) The power lost due to dissipation is simply the difference between the input and output power or Peff = Pin - Pout = (1 - h) Pin (1169)

Table 68 Typical format for computation of unfactored dead loads and wind loads Dead Load 1 Slab Thickness = 85 Length = 70 Weight = 150 Width = 6375 2 Beams Number of beams = 10 Length = 70 Weight = 670 3 Haunch Thickness = 15 Width = 18 Length = 70 Weight = 150 No of beams/haunches = 10 4 Diaphragm 5% of girder wt = 23450 lbs 5 Parapet * Area of X-Section 51313 in*2 Length = 70 ft in in ft lb/ft3 ft lb/ft in ft lb/ft3 ft *

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Right-clicking on the Data Sources node in the Workspace Browser brings up a context menu with the option to create a new data source Choosing this option opens the Select a Data Source Template dialog box This dialog breaks down the connection types into three categories: Multidimensional, Standard Queries, and Tabular Lists There is also an All node that will show all of the different data source templates at once in the Template pane of the dialog box The multidimensional templates folder includes a single template for Analysis Services The Analysis Services template can connect to both Analysis Services 2000 and Analysis Services 2005 The Standard Queries category includes just a single template to open any data source accessible via ODBC The Tabular List category includes four templates: one for Excel Services (the web version of Excel), one to import data from an Excel 2007 workbook, one to import data from SharePoint Lists, and a final template to read directly from a SQL Server table, which includes both SQL Server 2000 and SQL Server 2005 Figure 5-3 shows all the data source types that are included with PerformancePoint Server Since most business intelligence applications will be based, at least partly, on Analysis Services cubes, this example will show you how to set up a data connection to Analysis Services 2005 After choosing to create a new data source and selecting Analysis Services as the template, a dialog box appears that asks for the name of the data source, the default display folder, and whether or not to grant read permissions to users who are authenticated to the PerformancePoint Monitoring Server The name should be descriptive but is not something that will be seen by end users; it is only visible to other developers The default display folder location is optional and will create a folder (or use an existing one) in the Workspace Browser The folder mechanism allows for multiple items, in this case data sources, to be grouped into subfolders under the folder representing the type of object This makes it easier to group items For example, in companies that have many scorecards, it might help to categorize them by functional area Choosing to grant Read permissions to all users who are authenticated to the PerformancePoint Monitoring Server automatically adds all users to a role for that.

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It's possible to have a servlet W serve up PDF content by specifying the content type of the servlet response to be the 'application/ pdf ' MIME type via response.












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