Digital Twin-based Safety Evaluation of Prestressed Steel Structure

Table 4

Upper radial cable force (N).

Length error	1	3	5	7	9
1/400	3387	3368	3351	3385	3396
1/700	3630	3616	3602	3630	3639
1/1000	3730	3717	3705	3731	3738
0	3996	3986	3978	3999	4005
−1/1000	4210	4200	4195	4212	4215
−1/700	4310	4306	4303	4317	4319
−1/400	4570	4573	4574	4583	4583