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Test.m

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clear all
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u = py.importlib.import_module('xara.units.iks');
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xs = py.importlib.import_module('xsection');
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veux = py.importlib.import_module('veux');
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xs = py.importlib.reload(xs);
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d = 18*u.inch; % depth
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b = 20*u.inch; % width
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t = 6*u.inch; % thickness
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cover = 2*u.inch;
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%
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% Create composite shape
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%
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% Create patches
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flange = xs.library.Rectangle(t, d);
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web = xs.library.Rectangle(b, t).translate({0, -d/2-t/2});
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% Combine into one shape
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section = xs.CompositeSection({web, flange});
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%
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% Add reinforcement
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%
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% Create a shape representing a single rebar. The parameter z=2 will ensure
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% this material takes priority over the concrete of the rectangular flange
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bar = xs.library.Circle(0.4, z=2, mesh_scale=1, divisions=int32(10));
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% Now replicate the rebar
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ri = {-(b/2-cover), -d/2-t/1.5};
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rj = { b/2-cover , -d/2-t/1.5};
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top_bars = bar.linspace(ri, rj, int32(4));
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% section.add_patches(top_bars);
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% section = section.translate(section.centroid);
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%
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% Visualization
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%
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artist = veux.create_artist(section.model);
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artist.draw_outlines();
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artist.draw_surfaces(); %field=section.torsion_warping()
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artist.save("tee.glb");
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% veux.serve(artist);
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surfaceMeshShow(readSurfaceMesh("tee.glb"), BackgroundColor="white");

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