div class=trans-pagebuttonPage 1button div class=trans-image amp-img class=trans-thumb alt=Page 1: unit load method or Castiglianos second theorem for frame shown in fig Calculate a horizontal displacement of e Take E =200 1 icWinted A beam Of rectangularvess SO i mm is subjected src=https:reader031fdocumentsinreader031viewer20220220055ab758aa7f8b9aa6018b5946html5thumbnails1jpg 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: unit load method or Castiglianos second theorem for frame shown in fig Calculate a horizontal displacement of e Take E =200 1 icWinted A beam Of rectangularvess SO i mm is subjected src=https:reader031fdocumentsinreader031viewer20220220055ab758aa7f8b9aa6018b5946html5thumbnails2jpg 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: unit load method or Castiglianos second theorem for frame shown in fig Calculate a horizontal displacement of e Take E =200 1 icWinted A beam Of rectangularvess SO i mm is subjected src=https:reader031fdocumentsinreader031viewer20220220055ab758aa7f8b9aa6018b5946html5thumbnails3jpg 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: unit load method or Castiglianos second theorem for frame shown in fig Calculate a horizontal displacement of e Take E =200 1 icWinted A beam Of rectangularvess SO i mm is subjected src=https:reader031fdocumentsinreader031viewer20220220055ab758aa7f8b9aa6018b5946html5thumbnails4jpg width=142 height=106 layout=responsive amp-img divdivdiv class=trans-pagebuttonPage 5button div class=trans-image amp-img class=trans-thumb alt=Page 5: unit load method or Castiglianos second theorem for frame shown in fig Calculate a horizontal displacement of e Take E =200 1 icWinted A beam Of rectangularvess SO i...