div class=ts-pagebuttonPage 1button div class=ts-image amp-img class=ts-thumb alt=Page 1: auhippocomb a b A unitörmly distributed load of 6 kNm covers the left half span of a three hinged symmetrical parabolic arch of span 24 m and central rise 4 m Determine src=https:reader035vdocumentssitereader035viewer20220625055e8f2f37dc993e69180eb0achtml5thumbnails1jpg 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: auhippocomb a b A unitörmly distributed load of 6 kNm covers the left half span of a three hinged symmetrical parabolic arch of span 24 m and central rise 4 m Determine src=https:reader035vdocumentssitereader035viewer20220625055e8f2f37dc993e69180eb0achtml5thumbnails2jpg 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: auhippocomb a b A unitörmly distributed load of 6 kNm covers the left half span of a three hinged symmetrical parabolic arch of span 24 m and central rise 4 m Determine src=https:reader035vdocumentssitereader035viewer20220625055e8f2f37dc993e69180eb0achtml5thumbnails3jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 4button div class=ts-image amp-img class=ts-thumb alt=Page 4: auhippocomb a b A unitörmly distributed load of 6 kNm covers the left half span of a three hinged symmetrical parabolic arch of span 24 m and central rise 4 m Determine src=https:reader035vdocumentssitereader035viewer20220625055e8f2f37dc993e69180eb0achtml5thumbnails4jpg width=142 height=106 layout=responsive amp-img divdiv