Determine the support reactions and member forces of the trusses shown. Verify the results with RISA-2D. (Ans: By=24, Dx=-15, Dy=16, FAB=-12.5, FBC=0.893, FCD=-1.215, FEF=- 6.607, FFG -6.215, FAE-16.008, FBE -13.286, FBF=-17.051, FCE=5.26, FCF=-8.258, FCG 7.959, FDG=-4.972, FDF=-17.653) 15kN E XXX. B 5m 10kN. A 30kN 5m 5m G

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