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2OMNIm 12 Om >x
Given a rectangular cantilever steel beam with height h = 250 cm and width b = 60 cm subjected to the triangularly distribute
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2.0m 20 N/m 12.0m Shear Force at A = WL SA - 20L KN 130mb I-- - SFD Moment at A MA= WL+² MA = WL (b) Herel = 12+2 = lum BMD2 I ob= my y=/2= 250 = 125 cm M=1960 kNm = T m= 1960x105NCM Ob = 1960X1OSX125 7.8107 6 - 314.1 Nlcm2 T = Tr1960 X109x125 J 8

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