“…where K is buckling constant (K = 4) and E is the modulus of elasticity (E = 10, 000ksi) and L i is the length of the element. Following the figure, a downward load of F = 20 kips is applied on nodes (1), (2), (4), (6), and (8). The members are divided into four groups, indicated by a bar, as following: with the minimum cross-section area of 0.1 in 2 for each member.…”