div class=trans-pagebuttonPage 1button div class=trans-image amp-img class=trans-thumb alt=Page 1: auhippocom · 2019-03-20 · Use Macaulays method E = 2 x 105 Nmm2 I = 43 x 108 mm4 40 k fig Q 14a b Determine the slope at the two supports and deflection under the src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails1jpg 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: auhippocom · 2019-03-20 · Use Macaulays method E = 2 x 105 Nmm2 I = 43 x 108 mm4 40 k fig Q 14a b Determine the slope at the two supports and deflection under the src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails2jpg 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: auhippocom · 2019-03-20 · Use Macaulays method E = 2 x 105 Nmm2 I = 43 x 108 mm4 40 k fig Q 14a b Determine the slope at the two supports and deflection under the src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails3jpg 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: auhippocom · 2019-03-20 · Use Macaulays method E = 2 x 105 Nmm2 I = 43 x 108 mm4 40 k fig Q 14a b Determine the slope at the two supports and deflection under the src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails4jpg width=142 height=106 layout=responsive amp-img divdiv