div class=ts-pagebuttonPage 1button div class=ts-image amp-img class=ts-thumb alt=Page 1: auhippocom · What are the deflection requirements according to IS 456 — 2000 Design a corbel to carry a factored load of 450 kN Design the slab using yield line theory src=https:reader031vdocumentinreader031viewer20220226105b9535ff09d3f2205c8c7b3fhtml5thumbnails1jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 2button div class=ts-image amp-img class=ts-thumb alt=Page 2: auhippocom · What are the deflection requirements according to IS 456 — 2000 Design a corbel to carry a factored load of 450 kN Design the slab using yield line theory src=https:reader031vdocumentinreader031viewer20220226105b9535ff09d3f2205c8c7b3fhtml5thumbnails2jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 3button div class=ts-image amp-img class=ts-thumb alt=Page 3: auhippocom · What are the deflection requirements according to IS 456 — 2000 Design a corbel to carry a factored load of 450 kN Design the slab using yield line theory src=https:reader031vdocumentinreader031viewer20220226105b9535ff09d3f2205c8c7b3fhtml5thumbnails3jpg width=142 height=106 layout=responsive amp-img divdiv