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Approach slabs are required when ADTT is high (greater than 500 trucks) The new method is to support the end of the approach slab on a groove located behind the backwall so that settlement will not take place The factors affecting stresses are: 1 Thickness of approach slab Bridge and highway design manuals for each state have developed thicknesses varying from 12 to 18 inches However, the thickness of the slab needs to be developed from a nite element analysis 2 End conditions or method of support of approach slab 15 to 30 feet length in direction of traf c is generally used Three types are possible: Approach slabs on grade Approach slab at bridge end simply supported on a ledge or groove at the top of the backwall and on grade at highway end Approach slab at integral abutment bridge end cast in place (integral) with concrete of backwall and deck slab On highway end simply supported by an ell beam resting on grade Eighteen-inch-thick slab is generally used 3 Subgrade reaction of the soil-supporting slab Usually subgrade material is selected by the highway engineer and an estimate of quantities is included in the highway costs However, for integral abutments, selected ll material is used The material is compacted in layers The coef cient of subgrade reaction k values varies between 200 and 800 lbs/sq inch/ inch When the bridge is located on a stream, the rise and subsequent fall of the water table may cause the subgrade to settle Small diameter perforated pipes for drainage are commonly placed at a level where buildup of water will not take place



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PDF Viewer as a JPanel in a NetBeans RCP Application - DZone Java
22 Feb 2011 ... I had a pdf file and wanted a viewer panel extending JPanel. ..... To run the to-do list example application, only Java 9 and the Gradle build tool ...

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Opening pdf file using jsp | DaniWeb
Hi Ganesh,. How you are checking & confirming that the code is not working over a browser? Can you share the Error Details you see through ...

The wizard for creating a new scorecard has the same fields as the data source wizard, but it shows a series of steps down the left-hand side

(222)

4 Properties of concrete Usually the same concrete is used as for deck slabs, with fc values between 40 and 50 ksi This helps in rapid construction 5 Thermal expansion and contraction Longitudinal and transverse joints are provided at regular intervals The edges of slab joints are armored The S P Timoshenko and Woinowsky-Krieger Theory of Plates and Shells proposes the following mathematical method for elastic subgrade reaction for soil spring stiffness k: Lagrange general biharmonic equation for plate bending may be written as: D ( 4w/ x4) Dividing by D, ( 4w/ x4) ( 4w/ 2x y2) ( 4w/ y4) (q/D wk/D) (414b) 2D ( 4w/ 2x y2) D( 4w/ y4) (q wk) (414a)

(223)





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where q is intensity of vertical load w0 De ection of edges of bottom plate, intensity of foundation reaction k (w0 w)/D k modulus of foundation in lb/sq in/in k varies between 100 and 800 based on Casgrade s soil classi cation but needs to be veri ed by borehole tests

jerk y = 0 except at the changes in the acceleration where it equals in nity Since the parabolic curve has discontinuities in the acceleration at the dwell ends and the transition point, it is primarily used for low-speed systems if at all Note that the data of this motion could have been accomplished by utilizing from physics (for constant acceleration action) such that the displacement y = v0q + 1 2 aq 2 1 = V0 t + At 2 2

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What is the best way of opening PDFs from a JSP? stackoverflow.com. I would like some guidance on the best way of launching PDFs from a browser. I have a ...

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The format can be developed in terms of fourth order differential equations The following expressions for de ections of slab on grade are based on the Navier solution and are of practical interest in application to design of the approach slab They can be programmed using Excel spreadsheets: 1 For an approach slab of width a, length b simply supported on all four edges, Apply the Navier solution to obtain the expression of de ection of plate as: For rigid foundations, w where m2 n2 Am n (sin m x/a) (Sin n y/b)

.

(224)

a2 b2 Apply the Navier solution to obtain the expression of distribution of load acting on the plate as: m n q a m n (sin m x/a) (Sin n y/b) (414c) 1 1

where v0 = initial velocity dimensionless V0 = initial velocity q = cam angle, radians t = time, sec a = acceleration, in/rad2 A = acceleration, in/sec2 Furthermore, Eq (224) will be used in Chap 3 where the constant acceleration curve is blended with other curves to optimize the dynamics of the designed acceleration curve The construction for the constant acceleration curve is shown in Fig 24 Draw line AC, which is made in odd number increments in this case three (ie, 1, 3, 5), and draw line CD to the midpoint of the rise and draw parallel lines, which will be connected to the three cam increments This establishes the cam pro le since the steps are 1, 4, 9, and so forth as shown

Similarly, for reaction of subgrade: p kw Am n k Am n (sin m x/a) (Sin n y/b) a m n/[

The asymmetrical constant cam acceleration curve (follower motion) is shown in Fig 25 The acceleration curve is made up of two parts, the positive and negative acceleration periods 1 and 2 connected at the transition point y1 = C1q 2

n2/b2)

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PdfViewer.java - GitHub
PDF viewer application using pdf-renderer. Contribute to vakho10/Java-PDF-​Viewer development by creating an account on ... import javax.swing.border.












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