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

Table 7

Displacements with the CEEMFD and the DRM along the tensegrity beam.

Joint	1	4	6	8	10
Vertical displacement of joint with CEEMFD	0.0000	1.0091 cm or 0.40 in.	4.1011 cm or 1.61 in.	9.0438 cm or 3.56 in.	15.7700 cm or 6.21 in.
Vertical displacement of joint with DRM	0.0000	1.0091 cm or 0.40 in.	4.1012 cm or 1.61 in.	9.0467 cm or 3.56 in.	15.7779 cm or 6.21 in.