4-9. Determine the force in all members of the bride truss.
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4.9 그림과 같은 합성트러스에서 모든 부재력을 구하여라. B D 5kN F 305kN fimm 6m 6m 5kN 6m 6m E FAE = 8.66 KN (T) FAB FDE 8.37 kN (C) = = FAF = FGE= 3.17 kN (C) FBC = FCD = 8.37 kN (C) FFC = FCG= 0.67 kN (C) FBF = FDG = 4.33 kN (T)
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