Determine the force in each of the members located to the left of FG for the scissors roof truss shown. Take the load applied at B and D to be 3 KN. (Round the final answers to two decimal places.) 1 kN I KN B J 1 m I m Lim 2 m 2 m 2 m 2 m The force in member BC (Fac) is 0. The force in member AB (FAB) is The force in member AC (FAC) is The force in member CE (FCE) is The force in member BD (Fao) is The force in member BE (FBE) is The force in member EG (FEG) is The force in member DE (FDE) is The force in member DF (FDF) is The force in member DG (FDG) is 2m 2 m N. (Compression) N. (Tension) N. (Tension) N. (Compression) N. (Compression) N. (Tension) N. (Tension) N. (Compression) N. (Compression)