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package ge.vakho.pdf_viewer;. import java.awt.BorderLayout;. import java.awt.CardLayout;. import java.awt.Color;. import java.awt.Component;. import java.awt. Another major limitation of this method is that it cannot optimize a design over a range of operating speeds As stated in Sec 13821, this also limits the usefulness of this method for constant speed systems Applying the method at the maximum cam speed is likely to provide a good design throughout the speed range But this should be veri ed by analyzing the vibration over the operating speed range (or at least over a good portion of the high-speed end of the range) 13823 Cam Synthesis Using the Convolution Operator (Sec 136) This procedure can be used to nd a good cam pro le, but it is not a true optimization like that of Secs 134 and 135 Those methods are guaranteed to optimize the design (although limited by the choice of trigonometric series in Sec 134) Convolution, on the other hand, only generates a family of curves, one member of which provides the lowest vibration response for any given cam speed The convolution solution will usually be a good one, but will seldom be the optimal one To apply convolution for a system that operates over a range of speeds, determine the optimum curve to use at the maximum speed The design thus obtained will provide a good response over the entire speed range 13824 Polydyne Cams (Sec 137) This technique is limited in that it only optimizes for operation at a single speed As stated in Sec 13821, this also limits the quality of the optimization even for systems that operate at only a single speed The chosen polynomial series for the follower lift curve further limits the ability to nd an optimal solution Techniques have been developed that use polydyne methods to optimize a cam design over a range of speeds, equivalent to the method presented in Sec 1344, but using polynomials in place of the trigonometric series used there However, a good design can be obtained in most cases by designing for the maximum system speed and then analyzing at enough other speeds to verify the reasonableness of the result One feature of this method is that it makes available a variety of dwell-rise-returndwell follower lift pro les that provide a wide range of the ratio of positive to negative acceleration For example, for an engine valve opening pro le, the area under the opening curve should be maximized, meaning a high ratio of positive to negative acceleration, within the limitations of vibration and contact stress 13825 Summary of Conclusions Any of the methods above can be used to provide a good to optimal solution to most cam design problems Each method has its advantages and disadvantages The method in Sec 134 can provide a near-optimal design over any given range of operating speeds The method described in Sec 135 only optimizes at one speed at a time and is the most complex to use, but it provides a true optimum, not limited to a linear combination of given trigonometric terms, as in Sec 134 The method in Sec 135 is also the only one that can optimize for nonlinear effects, although the accuracy of nonlinear design is greatly limited by the inability to include preload The method in Sec 136 does not provide a true optimum, but can usually nd a good solution The method in Sec 137 can provide a good, but not really optimal solution for any case, and it has the advantage over the other methods of providing good control over the shape of the follower lift curve From the preceding paragraph and the more detailed information presented previously, the designer should be able to nd the best of these methods to use for any particular design problem. pdf reader for java touch screen mobile: Creating PDF Files in Java | Baeldung how to open pdf file in jsp page How to display PDF and Office documents in your Java Web ...
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Description: Adobe Acrobat Viewer has the same functionality and appearance as the widespread Adobe Acrobat Reader, but it is entirely written in Java and it ... The following considerations were adopted by the author: 1 For the required distance between abutments of 240 feet, the possibilities are: One single span of 240 feet Two equal spans of 120 feet Two unequal spans of perhaps 100 feet and 140 feet length Three equal spans of 80 feet each Three unequal spans The use of unequal spans in urban areas is more frequent when required horizontal clearance from the new pier to a skew railway track is considered mandatory However, by providing a guide rail in place of the 30-foot minimum horizontal clearance, abutments and piers can be protected and the span length reduced 2 The number of girders and spacing: Equal spacing (preferably between 6 and 12 feet) is most desirable Fewer but deeper girders may reduce the minimum vertical clearance to16 feet 6 inches It is desirable to use an odd number of girders (with the middle girder logistically placed to carry a median barrier) For future staging, a longitudinal construction joint at the top ange of the middle girder location helps 3 The fascia girder needs to be designed independently of the interior girder However, the fascia girder is generally lighter than the interior girder and the latter is used in place of the fascia For future widening it is important to have equal strength girders Through girders are not generally used due to a lack of redundancy The risk of failure is greater The minimum number of repeated girders is four 4 Effect of deck overhang: Overhang deadweight negative moment at the fascia girder reduces deck positive midspan moment in the adjacent panel Without an overhang, fascia girder web is subjected to out-of-plane bending and torsion For arriving at an optimum cantilever span length: Maximum negative dead load moment at fascia Maximum positive dead load moment at midspan of deck panel It can be calculated as: wd1 (L1)2/2 wd2 (L2) 2/10; L1 L2/(5)05 if wd1 wd2 5 Generally overhang is made thicker than the deck The additional weight of the parapet at the edge of the overhang compensates for one truck wheel on the deck panel The other wheel is assumed to act at or near fascia girder Maximum overhang span is restricted to 5 feet due to expected large de ection at the free end of the cantilever which supports a parapet weight of 600 lbs/ft 6 Full composite action between slab and beam is assumed due to adequate use of shear connectors Composite action helps in distributing dead loads from parapets, median barrier, and sidewalks to longitudinal girders equally 7 Resolving dif cult issues such as right-of-way, environmental permits, and utilities relocation may increase design or construction time 8 Planning for minimum dead weight: In seismic zones it is important to minimize inertia forces. how to display pdf file in java swing Pdf viewer using servlet - CANDID Java
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Mar 28, 2015 · Learn how to open PDF file from hard disk using Java Code.Duration: 4:02 Posted: Mar 28, 2015
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Nov 22, 2018 · VeryPDF Java PDF Reader is a Swing component that can display PDF documents and other formats, such as PDF, TXT, TIF, JPG, PNG, GIF, ... write image to pdf in java: How to convert a byte array to a pdf - CodeProject
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