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A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume mm, by - 85 mm
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7-5KN 4KN D 0.Sm 0.Sm 0 Sm Shea FoTu (F) at dittesend Poirt S FA 4KN F6-4+7S 3.5fn c 4+15+2 =5.5 kn Ves tical Shea foru 5.5 k85mm SmM A 8Smm 80 Given Sectiom is SymmttTY about anis So lentod Jies om a11ta2 = a4+ar ai80x9 70 mm =40m m a285 x5 425mm 39x803 +(12oy 1518) 85(195 2 12 =0.563 x lo t 0-304 Xlo 0-86X0 Simpl bemdimg equation R tmax y-85-9 A X C max NA bucd camt Juvmaximum Compressive bendfng Stess is at bottom must Jayer ob the Section = 5578mm J= distank blw N.A omd bottom Jayes Mmax ym

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