AWSD1.1: RT Acceptance Criteria
AWSD1.1
RT Acceptance Criteria
RT Acceptance Criteria Welds that are subject to RT in addition to visual inspection shall have no cracks and shall be unacceptable if the RT shows any discontinuities exceeding the following limitations (E = weld size).
1. To see detail RT Acceptance Criteria for Statically Loaded Nontubular connections you can open Section 6.12.1 AWS D1.1 and Figure 6.1 , Figure 6.2 , Figure 6.3 .
and Figure 6.1 , Figure 6.2 , Figure 6.3 .2. To see detail RT Acceptance Criteria for Cyclically Loaded Nontubular Connections you can open Section 6.12.2 AWS D1.1 and Figure 6.4 .
and Figure 6.4 .Limitations.
The limitations given by Figures 6.4 and 6.5 for 1-1/2 in. [38 mm] weld size shall apply to all weld sizes greater than 1-1/2 in. [38 mm] thickness.
3. To see detail RT Acceptance Criteria for Tubular Connections you can open Section 6.12.3 AWS D1.1 and Figure 6.6
and Figure 6.6(CMIIW)
by online welding courses – non destructive testing
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