div class=ts-pagebutton class=gotoPage data-page=1Page 1button div class=ts-imageimg data-url=design-the-section-of-a-doubly-reinforced-beam-to-resist-a-bending-moment-of-185htmlpage=1 data-page=1 class=ts-thumb lazyload alt=Page 1: · Design the section of a doubly reinforced beam to resist a bending moment of 185 kN-m The section of the beam is restricted to 350 mm x 700 mm Assume 50 mm effective cover Use loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader030vdocumentsusreader030viewer20220404025e7d0965a6abd519f9116046html5thumbnails1jpg width=140 height=200 divpwwwululup pinpdivdiv class=ts-pagebutton class=gotoPage data-page=2Page 2button div class=ts-imageimg data-url=design-the-section-of-a-doubly-reinforced-beam-to-resist-a-bending-moment-of-185htmlpage=2 data-page=2 class=ts-thumb lazyload alt=Page 2: · Design the section of a doubly reinforced beam to resist a bending moment of 185 kN-m The section of the beam is restricted to 350 mm x 700 mm Assume 50 mm effective cover Use loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader030vdocumentsusreader030viewer20220404025e7d0965a6abd519f9116046html5thumbnails2jpg width=140 height=200 divpwwwululup pinpdiv