CAM DESIGN HANDBOOK in Software

Drawer barcode data matrix in Software CAM DESIGN HANDBOOK

Blu-ray Disc Demystified
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SECTION 3
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This system is easily solved to yield A = 1/25, B = 1/25, C = 1/5. As a result of these calculations, our integral can be transformed as follows: 1 dx = 3x + 18 1/25 dx + x+2 1/25 dx + x 3 1/5 dx. ( x 3) 2
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FIGURE 7.14.
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This section illustrates the most common issues, recommendations, and workarounds for Forest Trusts and multidomain environments.
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If you are at the beginning of the learning curve for programming CorelDRAW, a useful exercise is to record a few macros and see how they work and what the code looks like. Before you start to program in VBA, let s examine a VBA macro that you ll create in the following section. The term macro in this context means a series of recorded commands that imitate the user s actions. A macro can be run (executed) any number of times, and the result should be the same every time.
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The following DVD specifications apply to BD format on DVD 4.7GB and 8.5GB discs (including AVCREC) and BD hybrid discs. j DVD Specifications for Recordable Disc, Part 1: Physical Specifications Ver. 1.0 j Also ECMA 267 or ISO/IEC 16448 j 3x-Speed DVD-ROM Rev. 1.1 j DVD Specifications for Recordable Disc for General, Part1: Physical Specifications Ver.2.1 [DVD-R] j DVD Specifications for Recordable Disc for Dual Layer, Part1: Physical Specifications Ver.3.0 [DVD-R] j DVD Specifications for Re-recordable Disc, Part1: Physical Specifications Ver.1.2 [DVDRW] j Also ECMA-338 or ISO/IEC 17342 j DVD Specifications for Re-recordable Disc for Dual Layer, Part1: Physical Specifications Ver.2.0 [DVD-RW] j DVD Specifications for Rewritable Disc, Part1: Physical Specifications Ver.2.2 [DVDRAM] j Also ECMA-330 or ISO/IEC 17592 j DVD+R Part 1 Single Layer: DVD+R 4.7 Gbytes, Basic Format Specifications Version 1.3 j Also ECMA-349 or ISO/IEC 17344 j DVD+R Part 2 Dual Layer: DVD+R 8.5 Gbytes, 8x Basic Format Specifications Version 1.1
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Different format types Help text on how to use prompt Different columns/objects
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Manual Date and Time
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Student StdSSN StdName
Write down your security stamp and keep it in a safe place. If you have to reinstall the software or if you want to access your files on another computer using PC Access, you will need the security stamp to decrypt your files. Whenever you start the PC Access software, you ll be asked for the password. The default password is PASSWORD. When you start PC Access for the first time, you should change the password to something of your choosing. This can be done by using Configure | Password.
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SELF TEST ANSWERS
of the cam pro le. It presents a quick picture of the follower motion. It will be shown that for radial cams the displacement diagram, if drawn to scale, does not show the true slopes of the cam contour. In other words, in transferring the cam contour from a rectangular to a polar layout the displacement diagram is distorted on radial cams, whereas no changes occur with cylindrical cams. The transition point (see Fig. 1.24) is the point on the cam at which the follower is at maximum velocity. In the displacement diagram, the transition point (point of in ection) is located at the maximum cam slope. The time chart or timing diagram is the superimposing of more than one displacement diagram on the same abscissa or time basis. This provides a comparison of the operation of interrelated cams. The initial plotting of this chart is essential in automatic machinery to establish the action of the cam followers and the proper timing of its members. By proper use of this chart, the designer can keep the idle time to a minimum and increase the production of the machine. Figure 1.25 shows the time charts used for the compounding of three cams. The usual development of high-speed automatic machinery requires the manipulation of the timing diagram until the ultimate design has been reached and the smallest cam possible has been attained. The cam pro le is the actual working surface contour of the cam. It is the surface in contact with the knife-edge, roller surface, or at-faced follower. Figure 1.26 shows a popular cam pro le consisting of a single-lobe, external radial cam. In an enclosed cam, an inner and outer cam pro le constrain the roller follower. The cam pro le may be of many shapes, external or internal, single or multilobe, and so forth. The base circle (see Fig. 1.26) is the smallest circle drawn to the cam pro le from the radial cam center. Obviously, the cam size is dependent on the established size of the base circle. We shall denote the radius of the base circle as Rb. The trace point (see Fig. 1.26) is the point on the follower located at the knife-edge, roller center, or spherical-faced center. The pitch curve, or pitch pro le, is the path of the trace point. Figure 1.26 shows the pitch curve of a radial cam. In cam layout, this curve is often determined rst and the cam pro le is then established by tangents to the roller or at-faced follower surfaces. For the elementary knife-edge follower, the pitch curve and cam pro le are the same. The prime circle (see Fig. 1.26) is the smallest circle drawn to the pitch curve from the cam center. It is similar to the base circle. We shall denote the radius of the prime circle in inches as Ra. The pressure angle (see Fig. 1.26) is the angle (at any point) between the normal to the pitch curve and the direction of the follower motion. This angle is important in cam design because it represents the steepness of the cam pro le, which if too large can affect the smoothness of the action.
12.10 12.15 12.20 12.25 12.30 12.35 12.40 12.45 12.50 12.55 12.60 12.65 12.70 12.75 12.80 12.85 12.90 12.95 13.00 13.05 13.10 13.15 13.20 13.25 13.30 13.35
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Khan, Mohiuddin Ali and K. O. Kemp, Elastic Full Composite Sction in Slab-Beam Systems, The Structural Engineer, London, 1969. Khan, Mohiuddin Ali, Edwin Rossow and S. P. Shah, Behavior of Reinforced and Prestressed High Strength Concrete Beams, NED University, Karachi, Journal of Engineering Research, Vol. 1, No. 1, pp. 1 29, January 1994. Khan Mohiuddin Ali, Edwin Rossow and S. P. Shah, Shear Design of High Strength Concrete Beams, Proceedings of ASCE/SEI Structures Congress, Philadelphia, PA, 2000. Park, Sung H., Bridge Superstructure Design and Rehabilitation, Trenton, NJ, 2005. Structural Standards Manual, 2006, Michigan Department of Transportation. Timoshenko, S. P. and S. Woinowsky-Kreiger, Theory of Plates and Shells, McGraw-Hill, Inc., 1959. Wasti, S. T. and A. C. Scordelis, Comparative Structural Behavior of Straight, Curved, and Skew Reinforced Concrete Box Girder Bridge Models, Analysis and Design of Bridges, NATO Advanced Study Institute, Izmir and Middle East Technical University, Ankara, Turkey. Xanthakos, Petros P., Theory and Design of Bridges, John Wiley & Sons, New York, NY, 1993.
Part I:
Working with Perspective
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