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-12ft 4 ft PROB. 14.25 14.26 A W18 × 55 steel beam supports a uniform load with an overhanging end as shown. Determine (a) th
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Solution To determine maximum bending shres wI8 x 55 steel A oveshanging beom canging unifrareny distsibuted load w Free bedylahing momen at R (t)- (20 o Re 12.5w Rey = 7-5 Rey = 15 ki P. For unem loa d shear fte diagzom is chaun y inclined hnes andean SDYCe ak left hand Side of C C7.5w To find morzimum bending namenk sheen Bending moment A Bensing moment at b 2- Bending纠 maximum bending moren-;Я.n5 whip-ft m56.25 iP- Bendng sess Sormule Section, modului,s-ㄎ maximum bending momerkis 56.2.5A.头Fol The above Syre upper layess ase lensile and lowes layexs ase Compsessive :. matimum tensile and Compressive bending Stres

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