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10:13:01","updated":"2025-06-04 12:22:08","seo_analyzer_scan_date":null},"aioseo_breadcrumb":"<div class=\"aioseo-breadcrumbs\"><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/www.eng.jfn.ac.lk\/ice\" title=\"Home\">Home<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/www.eng.jfn.ac.lk\/ice\/category\/conference-proceedings\/\" title=\"Conference-Proceedings\">Conference-Proceedings<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tWeb crippling behaviour of LiteSteel Beams with edge-stiffened web openings under End Two Flange load case\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/www.eng.jfn.ac.lk\/ice"},{"label":"Conference-Proceedings","link":"https:\/\/www.eng.jfn.ac.lk\/ice\/category\/conference-proceedings\/"},{"label":"Web crippling behaviour of LiteSteel Beams with 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