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Categories hierarchy, the KPIs listed on the Objectives Demo scorecard should not include Product Categories as a filter in the design of the KPI itself Once the filter and scorecard are both placed on the dashboard, it is time to tie the filter into the scorecard Hovering over the filter in the design view will expand it and one of the items listed is Member UniqueName Member UniqueName is how each member in a cube is uniquely identified; in other words, values like Bikes and Clothing might not be unique across all dimensions if just the text is used, so there is a unique value that identifies each member Clicking on Member UniqueName and dragging it will allow the designer to drag it and drop it on the scorecard It should be dropped in the area that says Drop Fields Here to Create Links When the Member UniqueName is dropped into the Drop fields here to create links area, the Edit Filter Link dialog box appears and is on the Link Options tab The Dashboard item endpoint select box allows developers to select Filters, Row, or Column Normally, this should be set to Filters, unless the Product dimension is shown on either the rows or columns In the case of the AdvWorks Objectives scorecard, the product is not shown anywhere so Filters should be chosen The Edit Filter Link dialog can be seen in Figure 5-37 At this point, the setup is done The dashboard can be published to the server and then exported to SharePoint The end result will be shown after discussing how to also add a filter to a report



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Nov 30, 2010 · Display PDF in browser Hi, I am trying to display the pdf file in the browser ... how to create pdf file using java and itextjar How to create pdf file ...

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The salient features are selection of structural solutions, feasibility, methodology, planning, alternatives analysis, stress and deformation analysis, detailed design, constructability issues, economics, life cycle costs, and aesthetics Case studies of successfully completed projects are also examined





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PDF viewer application using pdf-renderer. Contribute to vakho10/ Java - PDF- Viewer development by creating an account on GitHub.

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Such a differencing procedure faces the problem of choosing the magnitude of the perturbations Large perturbations may cause the difference approximation to be inaccurate, while small perturbations introduce numerical inaccuracies associated with integration, roundoff, and truncation errors Another approach is to take partial derivatives of Eqs (1348) and (1349) with respect to the initial value of the costate vector, p(0), and interchange the order of differentiation (since continuity with respect to p(0) and t is assumed) The resulting two-point boundaryvalue problem is derived in App F, with each subsequent new approximation for the vector, p( j+1)(0) given by the iteration formula of Eq (1350) This approach to the solution of the two-point boundary-value problem is called the Variation of Extremals, also known as the Generalized Newton-Raphson algorithm It is a second-order gradient technique and hence, a good initial approximation for the costate vector, p(0)(0), is usually needed for convergence 13583 Minimization of Output Vibrations To minimize output vibrations, weight factor W3 of equation (1342) is set to zero The other weight factors chosen are W1 = 0

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How To Set PDF File Display In Servlet - JavaBeat
7 Feb 2014 ... In this article we will write a simple program which will write content to a PDF file . Example of writing data into PDF using Servlet . Create a ...

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Requirements for preparing widening plans are shown in Figure 71 An example of deck slab design based on the LRFD method is included in this chapter Guidelines for girder selection based on optimum considerations are also summarized in this chapter After selecting the girder type, the steps required for preliminary or advanced design described in s 5 and 6 should be followed Although familiarity with hand calculations is required, the designer should be familiar with the listed approved computer software and its supporting manual, which will outline the applicable methods of analysis and design, in keeping with AASHTO requirements The current design method is the LRFD method, while the one used for original design is likely to be ASD or LFD The truck live load intensity and de ection criteria would be different Comprehensive load combinations and applications of AASHTO LRFD methods described in s 5 and 6 are as important for widening as they are for replacement bridges 1 In order to match the existing deck thickness and reinforcement area, live load capacity for new design may be different due to differences between old and new regulations Following are some general guidelines: The transverse reinforcement in the new deck should be spaced to match the existing spacing Different bar sizes may be used if necessary 2 The new girders in the widened portion must match the existing span lengths 3 Avoid mixing concrete and steel beams in the same span The use of beams of the same type as those used in the existing structure is preferred 4 If the existing beams are cast-in-place concrete, detail the widened deck supported on precast prestressed beams

TABLE 133 Values of Cam-Follower System Design Parameters Used in Numerical Examples mo = 075 lb mf = 025 lb ks = 2000 lb/in kf = 10,0000 lb/in sp = 750 lb h = 050 in q1 = p/3 rad q2 = p/3 rad W = 1000 rpm (cam speed)

5 Provide the required vertical clearance on interstate structures unless an exception is granted To assist in meeting the minimum vertical clearance requirements on a widening, the standard beam depth may be decreased This is generally possible by using modern HPS 70W steel Where the existing bridge does not satisfy current vertical clearance requirements and where the economics of doing so are justi ed, the superstructure may be elevated

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how to view pdf file in jsp page and download the same pdf ...
Just embed Google Doc Viewer through an iframe and specify the PDF file you want to display. This is the code you should add: Hide Copy ...

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