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(Adpated from Problem 7-32 from Hibbeler - Statics and Mechanics of Materials) For the beam shown above where P 650 kN, a 4 m
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Free Body diagram RBy Cay hle considerinq Beom in slaic Cond rGoo S FSum horizantal forces ana Zeyo ical forcees auu zevo MomRy 3333 KN ее 650 k시 1133.33KN 爿 Shean force caluclatiom --니33 . 3 3 KN 016. 66 kN -433.33 kNBending Moment caluctation Bending Nerrent dthe Stport A and i2 Ansu (o) → sheon orce at point & m from left strove s433. 33,

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(Adpated from Problem 7-32 from Hibbeler - Statics and Mechanics of Materials) For the beam shown...
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