div class=ts-pagebutton class=gotoPage data-page=1Page 1button div class=ts-imageimg data-url=filesstupidsidcomfilesstupidsidcomuniversitypapersengineeringcivil-2010pdfhtmlpage=1 data-page=1 class=ts-thumb lazyload alt=Page 1: filesstupidsidcomfilesstupidsidcomuniversity_papersengineeringCivil 2010 · Determine the design bending strength of ISLB 350 at 486 Nm considering the beam to a Laterally loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader034vdocumentinreader034viewer20220507125a6ffaa17f8b9a9d538b83abhtml5thumbnails1jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=2Page 2button div class=ts-imageimg data-url=filesstupidsidcomfilesstupidsidcomuniversitypapersengineeringcivil-2010pdfhtmlpage=2 data-page=2 class=ts-thumb lazyload alt=Page 2: filesstupidsidcomfilesstupidsidcomuniversity_papersengineeringCivil 2010 · Determine the design bending strength of ISLB 350 at 486 Nm considering the beam to a Laterally loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader034vdocumentinreader034viewer20220507125a6ffaa17f8b9a9d538b83abhtml5thumbnails2jpg width=140 height=200 divdiv