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Feb 22, 2011 · I had a pdf file and wanted a viewer panel extending JPanel. ... SwingController controller = new SwingController(); ... I know that it has been done before, but in this case I actually think a Cover Flow selection component ... direction With the use of diaphragms in the transverse direction, a load distribution factor is applied The longitudinal beam is assumed stiffer than the transverse diaphragm This approach is commonly used in the US The primary mode of deformation is by bending and torsion The simpli ed beam theory uses AASHTO LRFD design code for two or more design lanes loaded (AASHTO Table 46222b-1) A set of tables for distribution coef cients for computing bending moments are given in AASHTO 2007 The distribution formula Eq (46a), takes into account spacing, span, and beam stiffness such as: DF 0075 (S/95)06 (S/L)02 (Kg /12 L ts3)01 (46a) where: S beam spacing, L span, ts thickness of slab In older AASHTO codes, the distribution of loads in the transverse direction was based on a simpler equation for the distribution factor The model used for original analysis was a typical longitudinal interior girder, which was generally simply supported between abutments or not fully continuous (with two lines of bearings over the piers), namely DF Girder spacing/55 (46b) Spacing generally varied between 6 and 12 ft and the empriicaldistribution factor variation differed widely for each spacing A similar approach is used for DF of timber bridges (AASHTO Table 46222a-1) In the grid or grillage theory in which the transverse spanning deck strips (and diaphragms) allow full two-way bending action Transverse diaphragms are idealized as truss members The bridge deck is idealized as a grid in plan (line girders in longitudinal directions and line diaphragms in transverse directions) The grid or grillage theory is commonly used in European countries 2 Comparison between the simpli ed beam theory and grillage theory With a longer span and small spacing, longitudinal girder bending will be controlled For small spans and wider spacing, transverse distribution of moments and forces will be higher (approaching a grillage type bending) A nite element analysis for the bridge deck using the grillage model will give a more accurate estimate of girder de ection, moment, shear distribution, and diaphragm forces In both the girder and grillage theories, deck slabs are analyzed as a thin plate However, for lower L/d ratios, such as a 9-inch thick deck slab with a continuous span of 6 feet, for example, it is likely to behave as a thick plate Due to composite action between girders and the deck slab, arching action may result, thereby increasing the compressive forces in the top ange of girders 3 Compact rolled steel joists (compactness de ned by Iyc/Iyy) have proven to perform better transverse stress distribution than the fabricated plate girders Use of non-compact plate girder sections will only allow partial moment and shear distributions compared to girders with compact sections Due to the relative thickness of the web and the gentle transition between the rolling of ange and web pro le, there are fewer instances of rolled steel joist failures than those of plate girders resulting from local web or ange buckling 4 Basic assumptions for analysis: Diaphragms can be modeled as co-existing beam or truss in the transverse direction Truss action is by X-frame, and K-frame con gurations of the diaphragm need to be considered The concrete deck may be assumed isotropic, ie, having equal strength in all directions Certain types of grid decks may be orthotropic Poisson s ratio for the slab and beam system for one-way action is neglected in the longitudinal beam theory Vertical shear deformation in the deck slab is considered negligible Wheel loads may be approximated as an equivalent patch load acting under the wheel width A 45 degree distribution in both directions may be assumed, located away from the. java pdf viewer: Adobe Acrobat Viewer Java Bean Download - Planet PDF how to open pdf file in browser using servlet How to display PDF and Office documents in your Java Web ...
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Aug 23, 2017 · Java How to open PDF file from Hard Disk Display PDF in Java Swing icepdf viewer example ...Duration: 1:15 Posted: Aug 23, 2017 For monolithic slab and beam bridges, AASHTO Section 461 shows a simpli ed line model of a superstructure, neglecting modeling in transverse distribution if the span length exceeds 25 times the deck width Primary exural members may be idealized as: 1 Line girder Stiffness matrix, moment distribution, strain energy, and area-moment methods 2 Finite Strip AASHTO Section 461 describes limitations of the strip method for skew slabs It is suitable for slab and beam bridges spanning in direction parallel to traf c Width requirements for equivalent strips for concrete, steel, and timber decks are speci ed in AASHTO Table 462131-1 Empirical equations for deck bending moments and de ections are given in detail in AASHTO Section 46218 3 Grillage 4 Continuum ( nite element modeling) 5 Frames An alternative to using a computer program is to develop equations for maximum bending moment, shear forces, and reactions based on which upper bound values can be generated using Excel spreadsheets or Mathcad software The author has developed such an approach (Sections 48 and 49) Table 41 shows mathematical modeling, grid idealization of girder and ange, and box beam and ange and strip idealization When using nite elements, the side aspect ratio of a rectangular nite element is 5 For beam models the number of nodes shall not be less than ve The mathematical model of foundations shall represent soil properties, elastic properties, piles, and soil-pile interaction Since it is dif cult to obtain an accurate model, upper bound and lower bound solutions can be considered The elastic theory using small de ections: The slab and beam system is subjected to small live load de ections Hooke s Law is based on small linear de ections when measured relative to the thickness of the member The comfort level while traveling on a bridge with heavy trucks is also a consideration in maintaining small de ections and small accelerations Damping of vibrations will depend upon the type of deck surface In the case of a simple beam, bending is accompanied by shear force Pure shear force usually does not exist by itself and is complementary to bending moment Also in beam bending, the moment is equivalent to two equal and opposite axial forces, with one acting as compression on one side of a neutral axis and the other acting as tension on the other side. pdf reader java Display Pdf Content (JSP forum at Coderanch)
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Feb 16, 2017 · Easily view PDF, DOC, DOCX and image files in your Java Web Application. Sign up for a ...Duration: 4:53 Posted: Feb 16, 2017 (1151) Trusses may be analyzed as a special case of plane frame or space frame analysis Out-ofplane buckling of slender compression members needs to be evaluated Both steel and concrete trusses are common Three types of bridge trusses are used: Trusses supporting deck slab: Analysis shall consider composite action Through trusses with transverse oor beams spanning across the bottom anges of trusses and braced at the top Floor beams are composite with deck slab java display pdf in browser PDF Clown – Open Source PDF Library for Java and .NET
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