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rigid insulation or drainage mat material The individual wythes in a structurally non-composite masonry system are required to be connected by regularly spaced metal ties that span across the open collar joint Like a composite system, the types of masonry units need not be the same in each wythe of a multi-wythe non-composite masonry assembly A structurally non-composite masonry system is also called

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Free source code and tutorials for Software developers and Architects.; Updated: 29 Apr 2014.

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ByteScout PDF Extractor SDK for .NET - Visual Studio Marketplace
16 Apr 2019 ... Convert PDF to text, Excel CSV, and XML; extract text, images, metadata from PDF files in your desktop or web ... converts tables in PDF to Excel (CSV) by reading cells from given rectangle; ... NET, C# , VB6 and VBScript);.

not tempt fate by adding outliers to the normally distributed errors Section 1213 includes some discussion on using robust regression for handling mismatched feature points In some applications, it is necessary to match two sets of points that are not conjugate pairs or to match two curves or surfaces that do not have discrete features This is the registration problem, discussed in Section 139

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The image processing operations in machine vision are usually done in the coordinate system of the image array, with the origin at the upper left pixel The rows and columns correspond to integer coordinates for the pixel grid Subpixel measurements add a fractional part to the image array (pixel) coordinate system, leading to pixel coordinates being represented as floating-point numbers; however, subpixel resolution does not change the geometry of the image array coordinate system We can convert from pixel coordinates to image plane coordinates using some assumptions about the camera geometry In Section 129, we will show how the camera parameters can be calibrated so that the mapping from image array (pixel) coordinates to image plane coordinates uses the actual geometry of the camera, including accounting for the effects of lens distortions The approximate transformation from pixel coordinates to image coordinates assumes that the principal axis intersects the image plane in the center of the image array If the image array has n rows and m columns, then the center of the image array is

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m-1 (121) 2 n-1 -(122) cy 2 We use the hat notation to stress that these are estimates for the location of the principal point The x axis is in the direction of increasing column index, but the direction of increasing row index and the y axis point in opposite directions The transformation from pixel coordinates [i, j] to image coordinates (x', y/) is

A structurally composite masonry system is also known as a functional barrier This terminology relates to the way in which the system prevents water from passing through it and entering the enclosed space

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a cavity wall or a drainage wall This terminology derives from the way this type of system prevents water entry to the enclosed space In a drainage wall, water that enters the exterior masonry wythe is permitted to run (drain) down the back face of that wythe (via the open collar joint or cavity) until it reaches a through-wall flashing system that collects the water and directs it to the exterior Structurally non-composite walls are illustrated in Figure 42 Muliple wythe walls may be single-span, multiple-span, or cantilevers They may be used to resist vertical loads, out-of-plane lateral loads, and/or in-plane lateral loads In a composite masonry system, all wythes act together to resist these loads In a non-composite masonry system, only the wythe that is directly loaded acts to resist that load, except for out-of-plane lateral loads, which are distributed to each wythe in proportion to that wythe s relative stiffness Veneers are a special subcategory of multi-wythe non-composite walls Veneers are considered to be an architectural facing element and are treated as if they have no capacity to resist loads other than their own self-weight They rely on their backing material, which may be masonry, concrete, steel studs, or wood studs, to resist all applied loads Therefore, regularly spaced anchors throughout the field of the veneer are required to connect the veneer to its backing and to transfer applied loads Like non-composite walls, the veneer and its backing system provide an internal drainage plan to handle water penetration