Consider the truss below. Determine the force in members BC, CF, and FE using the method of sections and state if the members are in tension or compression. -2 m B 30 kN -2 m- E 30 kN -2 m 2 m 40 kN |FBC| = 110 kN (C) |Fcrl=98.9950 kN (T) FEF= 40 kN (T)