div class=trans-pagebutton class=gotoPage data-page=1Page 1button div class=trans-imagea href=https:reader042fdocumentsusreader042viewer20220306035ad1e10f7f8b9a482c8bc66fhtml5page1jpg target=_blank img data-url=documentpaperscivilbesem7may-2009becalculate-ultimate-moment-of-resistance-of-sectionhtmlpage=1 data-page=1 class=trans-thumb lazyload alt=Page 1: papersCivilBEsem7May 2009BE… · Calculate ultimate moment of resistance of section by using LSM 00 zoo b A Tee-beam section has = 1200 mm 250 mm 100 28 mm d = 450 mm Adopt loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAQAAAC1HAwCAAAAC0lEQVR42mM8Uw8AAh0BTZud3BwAAAAASUVORK5CYII= data-src=https:reader042fdocumentsusreader042viewer20220306035ad1e10f7f8b9a482c8bc66fhtml5thumbnails1jpg width=140 height=200 adivpwwp pwcp pampup pskeep pdacp pomp pwwp pwcp pampup pskeep pdacp pompdivdiv class=trans-pagebutton class=gotoPage data-page=2Page 2button div class=trans-imagea href=https:reader042fdocumentsusreader042viewer20220306035ad1e10f7f8b9a482c8bc66fhtml5page2jpg target=_blank img data-url=documentpaperscivilbesem7may-2009becalculate-ultimate-moment-of-resistance-of-sectionhtmlpage=2 data-page=2 class=trans-thumb lazyload alt=Page 2: papersCivilBEsem7May 2009BE… · Calculate ultimate moment of resistance of section by using LSM 00 zoo b A Tee-beam section has = 1200 mm 250 mm 100 28 mm d = 450 mm Adopt loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAQAAAC1HAwCAAAAC0lEQVR42mM8Uw8AAh0BTZud3BwAAAAASUVORK5CYII= data-src=https:reader042fdocumentsusreader042viewer20220306035ad1e10f7f8b9a482c8bc66fhtml5thumbnails2jpg width=140 height=200 adivpwwp pwcp pampup pskeep pdacp pomp pwwp pwcp pampup pskeep pdacp pompdivdiv class=trans-pagebutton class=gotoPage data-page=3Page 3button div class=trans-imagea href=https:reader042fdocumentsusreader042viewer20220306035ad1e10f7f8b9a482c8bc66fhtml5page3jpg target=_blank img...