(3) Determine the forces in members DE and DF of the loaded truss. Ans: DE 1.047 kN C, = DF 6.39 kN C 1 kN 2 kN 2 kN 2 kN 1 kN H 0.46 m F D 2.62 m B A C ΕΙ G 2.4 m 2.4 m 2.4 m 2.4 m

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