When performing angle-beam UT on an austenitic stainless steel weld, what additional challenge must the inspector account for compared to carbon steel welds?
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A
Coarse columnar grain structure causing high attenuation and beam skewing
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B
Higher surface reflectivity requiring special couplant
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C
Inability to use any angle above 45°
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D
Mandatory use of TOFD only per ASME Code