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Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending

6 m 50 KN 200 kN.m 2 B 9 m

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Soko 5sol om Ma cookNam B A p Vc am 3m Vb. sta fore fsoce Taking Vo as redundent Structure. in the Sokw M Zook norm Em 6 ta DGo A B Conjugate Beam Si = Bending moment at B in Conjugate Bean 9 X Ma=-33.331 kNim. D k am 27 243 3 Now FXS = D-AL 114400 Vk 3.60 33.331 (tve) R C Evej fres Izoo Eve) 200 221223 Bending moment moment diagram

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