This document shows a structural frame with 6 members (AB, BC, CD, DE, EF, and BF) and 6 external forces (3 kN, 1.5 kN, 1.5 kN). It performs static equilibrium calculations on each member to solve for the internal forces using the equations of equilibrium. The internal forces are: FAB = -2.12 kN, FBC = 2.12 kN, FCD = 2.12 kN, FDE = -2.12 kN, FEF = -1.5 kN. Members BF and FD are determined to have zero force.