Transcription of 2. Design of Welded Connections - American Welding Society
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2. Design of Welded Connections - American Welding Society
AWS ScopeThis section covers the requirements for the Design ofwelded Connections . It is divided into four Parts, de-scribed as follows:Part A Common Requirements of Nontubular andTubular Connections . This part covers the requirementsapplicable to all Connections , regardless of the productform or the type of loading, and shall be used with theapplicable requirements of Parts B, C, and B Specific Requirements for Nontubular Con-nections (Statically or Cyclically Loaded). This part cov-ers the specific requirements for Connections betweennon-tubular cross-sections, regardless of the type ofloading, and shall be used with the applicable require-ments of Parts A and C Specific Requirements for Cyclically LoadedNontubular Connections . This part covers the specific re-quirements for Connections between nontubular cross-sections subjected to cyclic loads of sufficient magnitudeand frequency to cause the potential for fatigue failure,and shall be used with the applicable requirements ofParts A and D Specific Requirements for Tubular Connec-tions.
metal, for metal 1/4 in. (6 mm) or more in thickness (see Figure 2.1, Detail B), unless the weld is designated on the drawing to be built out to obtain full throat thickness. In the as-welded condition, the distance between the edge of the base metal and the toe of the weld may be less than 1/16 in. (2 mm), provided the weld size is clearly ...
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