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Hexachrome Plates Hexachrome printing is a more involved (and more expensive) alternative to printing CMYK four color, but it offers higher quality and color accuracy. If you re doing a color separation to hand over to a commercial printer, it s a good idea to check to see whether the company can handle a Hexachrome job. Process color uses four ink colors (cyan, magenta, yellow, and black), while Hexachrome involves six, usually adding orange and green to the process. Choosing Hexachrome Plates offers the option to convert all colors in your document to the Hexachrome color model, resulting in six potential color separations. When the Hexachrome Plates option is selected, you can also choose High Solid Ink Density, which causes high ink density to be used when 100 percent color values are printed. Convert Spot Colors To Process Choosing this option is often a wise choice in non-color-critical printing, when you can t afford to print a fifth plate using a spot color. This option converts non-CMYK colors such as fixed-palette, spot-ink colored objects to the closest process color equivalent when printing. You can usually get away with this if your spot color is not a special ink, such as a metallic. Letting CorelDRAW convert a metallic, fluorescent, or other specialty spot ink to process will dull the final print job; the results will look amateurish at best. Print Empty Plates While unchecked (the default), this option causes pages without any objects to be skipped during printing, enabling you to avoid printing blank pages. To include the blank pages, activate this option. This can save you time, for example, if you only have a spot color on one page but not others in a multi-page document.
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Causes, Evaluation, and Repairs of Cracks in Concrete Structures, American Concrete Institute, Committee 224, 1993, Farmington Hills, MI. Concrete Repair Guide, American Concrete Institute, Committee 546, 1996, Farmington Hills, MI. Emmons, P. H., 1994, Concrete Repair and Maintenance Illustrated, R. S. Means Co., Inc., Kingston, MA. Guide for Evaluation of Concrete Structures Prior to Rehabilitation, American Concrete Institute, Committee 364, 1994, Farmington Hills, MI. Guide for Repair of Concrete Bridge Structures, American Concrete Institute, Committee 546, 1988, Farmington Hills, MI. Guide for Verifying Performance of Epoxy Injection of Concrete Cracks, 1998, International Concrete Repair Institute, Technical Guideline No. 03734. Murray, M. A., 1987, Epoxy Injection Welds Cracks Back Together, Concrete Repair, V. 3. Promboon, Y., L. D. Olsen and J. Lund, Nondestructive Evaluation (NDE) Methods for Quality Assurance, ICRI Bulletin, V 15, No. 1, January/February 2002, pp. 12 16. . Standard Speci cation for Epoxy-Resin Based Bonding Systems for Concrete, American Society for Testing and Materials, C 881-90, 1990,West Conshohocken, PA. State-of-the-Art Adhesives for Concrete Construction, Construction Canada, May/June 1998. Trout, J. F., Epoxy Injection in Construction, the Aberdeen Group, 1998. Use of Epoxy Compounds with Concrete, American Concrete Institute, Committee 503, 1998, Farmington Hills, MI.
Choose Enhance | Adjust Lighting | Brightness/Contrast to display the Brightness/ Contrast dialog box, shown in the above illustration. Drag the Brightness slider to the right to make the image brighter; drag to the left to darken it. As you drag the slider, you ll see the changes in your image, provided the Preview check box is selected. Drag the Contrast slider to the right to increase contrast; drag to the left to decrease contrast. Click OK to apply the change.
Here is the top section of the Input sheet. Let s select the cell B2 as the input cell and type the label next to it. We can also put a yellow shading to the cell (or whatever color you have been using to indicate an input cell). Insert Extra Rows Above Each of the Driver Accounts We will insert two more lines so that there are three growth percentage input rows, one for each of the scenario cases. The additional rows will be only for the forecast periods, since the historical periods do not need any alternative set of numbers. (Historical data are historical data.) We could ponder here whether we need to double up to have three couples of input rows, with each having a row for
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Total de ection: Consider a 100-foot girder subjected to total distributed load W. Total u.d.l. w ________________________________________ L Max. de ection due to bending I Max. deflection due to shear Total deflection 5 WL3/384 EI bd3/12; 3WL 6WL , assuming G 20bdG 20bdE
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