D C H G F=2200N E F B A R M 'S F=2200N L KL|/2 T J TKLI/2 |JK|/2 P |JK|/2 K |DH|=|CG|=|FB|=|EA|= 900 mm |JK|=|ML|=|HE|=|GF|= 1200 mm |KL|=|JM|=|EF|=|HG|=600 mm |EK|=|FL|=| GM |=|HJ|=600 mm a=120 Determine the force developed in each member of the space truss and state if the members are in tension or compression. Also determine moments and forces all nodes (A,B,C,D,E,F,G,H,J,K,L,M). A,B,C and D fixed support.