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Determine the horizontal displacement at A. Take E = 200 GPa. The moment of inertia of each segment of the frame is indicated

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ELD of whole structive Go Knim - om 1, С ҮГ) bal Ay Dy EMO - 0 CAy X6 ) (4 xbox, x 2 x ) =o - ) Ay — 60 KN sfy Ayt by бох4 xConsider a Cat beelion W=? 6o 1) 118 n 4 K Mad M un 9 W = loa 8 m I Mala 60 d-loxaxaxa + Wh 2 60 KN 20 M na Goa -lox3 6 virtucut section (virtual moment) 1 8 1 IKN P Ay zo EMO 20 Ay A - 1x8 ma = 25 mn - - 8 KN-mbefluhion at A ү0) Caha) А I dal 2) СІ. от м ANA т о 2) oh 8) Goa – lon3 Зоо О) ( 4Boy и sont — 2л 3CP (- - ке) қ) + Геох 2

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