Analysis of Tensegrity Structures with Redundancies, by Implementing a Comprehensive Equilibrium Equations Method with Force Densities

Table 9

Values of the coordinates of the joints of the one-stage 3D tensegrity structure.

Node	(m)	(m)	(m)
1	3.0	−1.73205	0.0
2	0.0	3.46410	0.0
3	−3.0	−1.73205	0.0
4	−4.618802	0.0	4.32049
5	−0.479058	−0.82975	4.32049
6	2.309401	4.0	4.32049