Question

Using force method, determine the reaction at all supports. Support A rotates 0.005 radian counterclockwise.

E= 200 GPa, I = 150 x 106 mm4.

Skolm AJ 25kNm B H w01 6m

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SKNM 1,1 22SKNIM 1 77 С OA=0.005 Rad E = 200GPO J = 150x106mme using method of consistent Deformation Taking moment at A as R

slope Am primary slucture:- o= I due to uniformly distributed Load & Moment] ML Wh 3 2uE] 6E => SX 103 + 25xio RuE] 6E) 250 K

Anticlock wise + 0.00S Онла E 250 = 0 E AS o=0 10 MA 3 200x103x150x106 250x103 x60372 200 x103 x 150 x 106 - O NOS THA=30KHM?

{fy=0 Ray Roy = 5x10 =5OKH Ray= so-24.5 25.5 KM 1

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