div class=trans-pagebutton class=gotoPage data-page=1Page 1button div class=trans-imageimg data-url=document2019-03-20-use-macaulays-method-e-2-x-105-nmm2-i-43-x-108-mm4-40-k-fightmlpage=1 data-page=1 class=trans-thumb lazyload 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 loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAQAAAC1HAwCAAAAC0lEQVR42mM8Uw8AAh0BTZud3BwAAAAASUVORK5CYII= data-src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails1jpg width=140 height=200 divdivdiv class=trans-pagebutton class=gotoPage data-page=2Page 2button div class=trans-imageimg data-url=document2019-03-20-use-macaulays-method-e-2-x-105-nmm2-i-43-x-108-mm4-40-k-fightmlpage=2 data-page=2 class=trans-thumb lazyload 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 loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAQAAAC1HAwCAAAAC0lEQVR42mM8Uw8AAh0BTZud3BwAAAAASUVORK5CYII= data-src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails2jpg width=140 height=200 divdivdiv class=trans-pagebutton class=gotoPage data-page=3Page 3button div class=trans-imageimg data-url=document2019-03-20-use-macaulays-method-e-2-x-105-nmm2-i-43-x-108-mm4-40-k-fightmlpage=3 data-page=3 class=trans-thumb lazyload 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 loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAQAAAC1HAwCAAAAC0lEQVR42mM8Uw8AAh0BTZud3BwAAAAASUVORK5CYII= data-src=https:reader034fdocumentsinreader034viewer20220422195ec5a97834bc187b704c9643html5thumbnails3jpg width=140 height=200...