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8.3. Fillet Welds
8.3.1. Are fillet welds stronger when loaded transversely than when loaded longitudinally?
8.3.2. Does the fusion zone along the leg of a fillet weld need to be checked in addition to the theoretical throat to determine the strength of a fillet weld?
8.3.3. When fillet welds are oversized, what corrective procedures are required?
8.3.4. Are corrective procedures required when fillet welds are undersized?
8.3.5. How should fillet welds be terminated?
8.3.6. Why is a fillet weld size generally limited to 1/16-in. less than the material thickness when placed along the edge of a connected part?
8.3.7. Is the weld-all-around symbol acceptable when a fillet weld must be continued out-of-plane?
8.3.8. What constitutes acceptable fit-up in fillet-welded joints?