Truss A-N is loaded with 3 kip loads at joints G, H, and I and is held in static equilibrium by a pin support at L and a short link (which can be treated as a 2-force member) at A. 5 ft FA= C 5 ft 17 5 ft N 5 ft _) kips (2 pts) FIND: a) Complete the free body diagram of the truss on the artwork provided below. (1 pt) M K 5 ft 3 kip 5 fr FL= ( H Sh 3 kip Sit Sh 5 ft G 5 fr 3 kip 3 ft 5A 3 kip _)i + ( Sh H 3 kip Sh b) Calculate the reaction forces at supports A and L (F, and F). Write your answers in vector form. (6 pts) C J) (4pts) 3 kip St