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\"","type":"text"}]}]}]}]},{"type":"paragraph"},{"type":"paragraph","content":[{"text":"7)DocTable Object:","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph","content":[{"text":"With this object, a table can be prepared and displayed in the document.","type":"text"}]},{"type":"paragraph","content":[{"text":"Example:","type":"text","marks":[{"type":"strong"}]}]},{"type":"table","attrs":{"layout":"default","localId":"c982cd95-db91-433f-9016-2d99a563c131"},"content":[{"type":"tableRow","content":[{"type":"tableCell","attrs":{"colspan":1,"rowspan":1,"colwidth":[680.0]},"content":[{"type":"codeBlock","attrs":{"language":"xml"},"content":[{"text":"...\n...\n\n \n \n \n concrete grade\n \n \n Typical Compressive Strength fck (MPa)\n \n \n Typical Axial Tension Strength fctk (MPa)\n \n \n \n \n C16/20\n \n \n 16\n \n \n 1.4\n \n \n \n \n C18/22\n \n \n 18\n \n \n 1.5\n \n \n \n \n C20/25\n \n \n 20\n \n \n 1.6\n \n \n \n \n...\n... 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\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n Width |width|, height |height| This is an example of a text description for an object created using a ParamML parametric language\n \n \n \n \n \n \n \n

\n \n \n \n \n In this section of the document, a visual representation section of the 2D object will be provided.\n \n \n Top Section\n \n \n

\n \n \n Bottom Section\n \n \n

\n \n \n \n \n n=\"Vol\" t=\"Volume\" z=\"height\" opacity=\"0.9\">\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n concrete grade\n \n \n Typical Compressive Strength fck (MPa)\n \n \n Typical Axial Tension Strength fctk (MPa)\n \n \n \n \n C16/20\n \n \n 16\n \n \n 1.4\n \n \n \n \n C18/22\n \n \n 18\n \n \n 1.5\n \n \n \n \n C20/25\n \n \n 20\n \n \n 1.6\n \n \n \n \n \n \n \n \n","type":"text"}]}]}]},{"type":"tableRow","content":[{"type":"tableCell","attrs":{"colspan":1,"rowspan":1,"colwidth":[760.0]},"content":[{"type":"mediaSingle","attrs":{"layout":"center"},"content":[{"type":"media","attrs":{"width":798,"id":"bfd26b8a-133b-4c17-9700-11337cd4a062","collection":"contentId-2164162668","type":"file","height":691}},{"type":"caption","content":[{"text":"Document Object","type":"text"}]}]}]}]},{"type":"tableRow","content":[{"type":"tableCell","attrs":{"colspan":1,"rowspan":1,"colwidth":[760.0]},"content":[{"type":"paragraph","content":[{"text":"To view this example in the library, see (","type":"text"},{"type":"inlineCard","attrs":{"url":"https://openbrim.org/platform/?application=inc&author=ParamML_Examples_OpenBrIM+Platform&obj=objid0f7ab4sjh1fl38g9nx5clhn"}},{"text":")","type":"text"}]}]}]}]},{"type":"paragraph"},{"type":"paragraph","content":[{"text":"8)DocSectionAnalysis:","type":"text","marks":[{"type":"strong"}]},{"type":"hardBreak"},{"text":"With this object, section analysis and calculations, such as rebar stress, flexural capacity, and interaction diagrams, can be displayed in the document. The values that affect the results can be overridden in the document, and changes in the results along the section can be reviewed instantaneously.","type":"text"},{"type":"hardBreak"},{"text":" ","type":"text"},{"type":"hardBreak"},{"text":"Example : ","type":"text","marks":[{"type":"strong"}]}]},{"type":"paragraph"}],"version":1}

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