Prestress Design of Tensegrity Structures Using Semidefinite Programming

Table 2

Results for computations carried out in example 2.

Computations	Member prestresses
	1	2	3	4	5	6	7	8	9
C1	1.000	1.000	0.200	0.200	1.000	−0.510	−0.510	−0.510	−0.510	0.8000	−0.0093
C2	0.288	0.288	0.058	0.058	0.288	−0.147	−0.147	−0.147	−0.147	0.2301	0.0077