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Structural Analysis: Homewo Problem 3.2-10: For the given structures with a constant El and loadings; a) Draw SFD and BMD b)
Problem 3.9 60 kN-m Internal hinge Left and right side of Op and Δ 3 m 3 m 3 m Problem 3.10: 10 k 0p and Ac Internal hinge 10
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Answer #1

60 KN-m In tenal Hinge neacioms n어 , = 20 kN Mom ent o[I0 -e Ve b) Taking Jecton ht at a distance χ we know M -ELd 2 Ed 60 ,+ 20(x-3) Tnteing both idesIntegrating bolh sds a^o» (i 3 Boundavy condtHo»w Putting volues in ( 2. Pu t >na valu es in i) 3 3 Eoe tbon o elashc cujve 3c) sbbe 이.ght 엉 B 60 ( G) + 18o + lo (6-3) E1 slope at left B 9 o 을メ음 . beflectm at D -o in i) eaue EIlOK 6 Tnlevnal nteyna Anae oft loft l oft Moment at P RAつ5kBmD 50 - ve 50 ght to distance χ we know M: Eldy 2. 2.T n teroth both sides oqam адам 6 3 Bounday conditio At χ= 30 ft , Putti values in (i) 2. Puthna volues in i 0: 5(30) 3 3 2£lastic cuve -+ (-250x) 3 3 2. Съ--250 E L 3 1O) 2300-250ง 3 3 3 3 E

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