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Determine the forces in members BC, CF, and FG of the truss in the figure 1000 lb 500 lb 3 ft 3 ft ť 8t 4t / 44 / 44 / 4 t f

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leg lb 6.4 soolb & 1 34 t sht 44 446 4ft 44 8ft 500l) 160014 1600 EXO: HA - 500 (3) -1000/220-0 HA - 1500 (2) = 900 lb ΣΥ=0roolb тK 418.75lb EX =0 AGO 1 16 937 EY=o 900= Foc (4) +Fc (4) + FG Our = 418.75 + FF (09) + Fec (13)-o EMASO o) Cosoit au si

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