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Review Consider the beam shown in (Figure 1). E= 29(103) ksi and I = 210 in . Determine the slope at A of the beem, messured

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RAE Reachon fore at A RB- Reachun fe at B 13 kip kib/ft Gkip A C RA 9 fre body gram Moment at A = o Take 3x18 tRxtx(12tJ RBX1fom So dx2 E1 dy da2 +22.5x-12)- (x-12) G(x-6) 2 Include Tncluck 2ftindegaa ng on 22 /ac-p-/0+. nclucle yx12f 22. S(x-12) -6(-6) 3 C-12 76ft infegoatsing 3 3 22.5(x-12) nclude -(x-12) ncluch x1hence lope Equaton i EI dy -.S X+6y8/-6(x-6) R25(x-122 (х -13)3 Fncludi x7ft nctuc 3 deflechein Cquatum i 648x 2.501-1232 2X3for cleecten at C put x= 18ft in dlefleton Equathon, -5(18)3 E1ye 18) 6 Y8 x/8 12 G18-6)3 3 (18-12)4 tR2.5(18-/2) /2 ye S12

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