div class=trans-pagebuttonPage 1button div class=trans-image amp-img class=trans-thumb alt=Page 1: rtupapercomrtupapercomQPapersCivil Engineering2010-20112 A fixed beam of span 4m carries udl of intensity 15 kNm upto midspan Calculate the fixed end moments and draw src=https:reader034fdocumentsinreader034viewer20220421135e8fb5b9fa905d47262f7d2chtml5thumbnails1jpg width=142 height=106 layout=responsive amp-img divdivdiv class=trans-pagebuttonPage 2button div class=trans-image amp-img class=trans-thumb alt=Page 2: rtupapercomrtupapercomQPapersCivil Engineering2010-20112 A fixed beam of span 4m carries udl of intensity 15 kNm upto midspan Calculate the fixed end moments and draw src=https:reader034fdocumentsinreader034viewer20220421135e8fb5b9fa905d47262f7d2chtml5thumbnails2jpg width=142 height=106 layout=responsive amp-img divdivdiv class=trans-pagebuttonPage 3button div class=trans-image amp-img class=trans-thumb alt=Page 3: rtupapercomrtupapercomQPapersCivil Engineering2010-20112 A fixed beam of span 4m carries udl of intensity 15 kNm upto midspan Calculate the fixed end moments and draw src=https:reader034fdocumentsinreader034viewer20220421135e8fb5b9fa905d47262f7d2chtml5thumbnails3jpg width=142 height=106 layout=responsive amp-img divdivdiv class=trans-pagebuttonPage 4button div class=trans-image amp-img class=trans-thumb alt=Page 4: rtupapercomrtupapercomQPapersCivil Engineering2010-20112 A fixed beam of span 4m carries udl of intensity 15 kNm upto midspan Calculate the fixed end moments and draw src=https:reader034fdocumentsinreader034viewer20220421135e8fb5b9fa905d47262f7d2chtml5thumbnails4jpg width=142 height=106 layout=responsive amp-img divdiv