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AWS D1.4 Section 3.2.2 (1998 & 2005) Question

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STK7

STK7

Structural
Nov 29, 2011
2
Does anybody know why AWS D1.4 Section 3.2.2 states that welded lap joints shall be limited to bar sizes No. 6 and smaller?

If eccentricty is addressed in the design of the joint and weld as required in Figure 3.4 within AWS D1.4, I don't understand why welded lap splices would be limited to No. 6 bar and smaller.

STK
 
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