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  1. Nanjundaswamy

    Beam connecting to column using end pl. has Axial comp.load,here weld need to check for comp load?

    My doubt is beam weld strength calculation for shear load is sufficient need not to check for compression load. Is my assumption is correct?https://files.engineering.com/getfile.aspx?folder=b82348ba-5da8-4da6-a3ee-757f37e92994&file=end_plate.png
  2. Nanjundaswamy

    Beam connecting to column using end pl. has Axial comp.load,here weld need to check for comp load?

    My doubt is beam weld strength calculation for shear load is sufficient need not to check for compression load. Is my assumption is correct?https://files.engineering.com/getfile.aspx?folder=b82348ba-5da8-4da6-a3ee-757f37e92994&file=end_plate.png

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