Fitness Estimation Based Particle Swarm Optimization Algorithm for Layout Design of Truss Structures

Table 4

Loading condition acting on the spatial 25-bar truss.

Case	Node	(kips)	(kips)	(kips)
1	1	1.0	−10.0	−10.0
	2	0.0	−10.0	−10.0
	3	0.5	0.0	0.0
	6	0.6	0.0	0.0