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