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Aashto Fatigue Categories: B PRIME
AASHTO LRFD fatigue detail categories A through E-prime with Constant-Amplitude Fatigue Thresholds (CAFT) in ksi and detail constant A (x10^8 ksi^3) for S-N curve fatigue design of steel bridges
| detail category | CAFT ksi (ksi) | constant A e8 ksi3 (ksi3) | detail description | standard |
|---|---|---|---|---|
| B PRIME | 12 | 61 | Welded joints with full-penetration groove weld not ground flush; base metal at longitudinal stiffener terminations; shear connectors (studs or channels) on bridge girders | AASHTO LRFD 9th Ed Table 6.6.1.2.5-3; AISC Steel Bridge Design Handbook Ch.12 |
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