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  1. STK7

    Reinforcing Steel Question - AWS D1.4 Section 3.2.2

    Does anybody know why the Structrual Welding Code for Reinforcing Steel, AWS D1.4:2005 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...
  2. STK7

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

    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...

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