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The paper ends with the presentation of illustrative examples, for rectangular and T- cross sections.
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Numerical examples are presented for rectangular, elliptical, polygonal and complicated plates to demonstrate the convergence and efficiency of the present method.
Example: For a rectangular section with a length of 12 feet and a width of 10 feet: A = L * W = 12 * 10 = 120 sq ft. Repeat with any other rectangular section.
Numerical examples for simply supported rectangular plates are used to demonstrate the improvement in bending stiffness comparing with the results for fixed (constant) fibre orientations in the whole plate domain or for fixed (0°, 45° or 90°) fibre orientations in the unknown in advance sub-domains of the plate.
Various examples of stress profiles for rectangular and annular plate elements are presented to illustrate the validity and the accuracy of GDQ method.
Numerical examples of bending solutions for rectangular plates with various boundary conditions are presented to show how the relations can be used to determine the deflections and bending moments for various theories.
But if your shade is, for example, rectangular in shape, create a pattern for each size of panel.
The chapter reviews some of the research recently carried out on hollow section joints, for example, rectangular hollow section (RHS -overlap joints, ciRHS -overlapw section (CHS)-joints with thicirculard chollow the influence of chord sectionon the joint strength, and the effeCHS -jointsening by CHS -jointsdoubler plates on the strength of thin-withed joints.
For example, rectangular cloth was already been used by the Javanese community long before the influence of Islam into the archipelago.
For example, the rectangular shape of support, flatness, continuity, the use of paint and having only one maker for each painting.
For example, the rectangular fault model of the Tohoku earthquake (Geospatial Information Authority of Japan 2011) provides a ∆CFS of -13 to +23 kPa for major active faults in the analyzed region.
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