Research Article
Suspender Replacement Method for Long-Span Concrete-Filled Steel Tubular Arch Bridges and Cable Force Measurement Based on Frequency Method
Table 9
Cable forces of some suspenders in previous years.
| Suspender no. | Cable force (kN) |
| S1n | 633.44 | S2n | 600.48 | S3n | 613.11 | S4n | 627.10 | S5n | 682.08 | S6n | 775.70 | S7n | 725.32 | S8n | 843.64 | S9n | 843.96 | S10n | 827.75 | X1n | 669.34 | X2n | 656.12 | X3n | 574.95 | X4n | 771.31 | X5n | 747.45 | X6n | 734.69 | X7n | 758.47 | X8n | 804.49 | X9n | 816.82 | X10n | 806.22 |
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