Research Article

Biaxial Shear Load Capacity of Anchor System for Quick-Hardening Track on Railway Bridges

Table 1

Longitudinal design load (Pl) on a quick-hardening track segment.

Load typeUnfactored load (kN)Load factorCombination factorDesign load (kN)

Train traction load165.001.501.00247.50
Track slope load25.571.351.0034.52
CWR load50.001.500.8060.00
Total342.02