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The truss shown consists of six members and is supported by a ball and socket at B, a short link at C, and two short links at

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By Symmetry 900 BxDx & By = Dy zh-o Bx & D x + 7900 -0. 2Bx = 4900 Bx = DX =-3950 lb Z Me=0 - 2 By (69)- 7900 (15:9) = 0 By =631 17.73 Rb 17.73 16.39 17.73 Substituting FABI FAC IPAD & equeting to two coff of is te - -2.9 (PART Fon) + 4 Fe + 4900 -0

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