A Static Control Algorithm for Adaptive Beam String Structures Based on Minimal Displacement

Table 1

Constraint conditions for calculation.

Allowable displacement of the beam (mm)		Allowable stress of struts (N/mm^2)	Allowable adjustment of struts (mm)		Allowable tension of cables (kN)		Allowable stress of the beam (N/mm^2)
𝑑^𝐿𝐵	𝑑^𝑈𝐵	𝜎^𝐶𝐴	𝑒^𝐿𝐴	𝑒^𝑈𝐴	𝑁^𝐿𝐶	𝑁^𝑇𝐶	𝜎^𝐶𝐵	𝜎^𝑇𝐵
−192	192	−215	−400	400	98	1880	−215	215