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Aashto Fatigue Categories: C

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

Civil Engineeringdetail category: C1 row
detail categoryCAFT ksi (ksi)constant A e8 ksi3 (ksi3)detail descriptionstandard
C1044Base metal at detail with shorter attachments on plate or bar; transverse stiffeners welded to flange or web; fillet-welded connection plates; cover plates shorter than 2 in parallel to stressAASHTO LRFD 9th Ed Table 6.6.1.2.5-3; AISC Steel Bridge Design Handbook Ch.12

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