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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?

    We have consider this as a simple shear connection and only web is welded to end plate not all around weld I am trying shown bolt to bolt center line distance just for sake of bolting understands.
  2. Nanjundaswamy

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

    Connection Between horizontal beam and vertical column is end plate connection, Beam has a Axial Compression Load and vertical shear load. Here we need to calculate strength of weld between beam to end plate,for that do we need to consider resultant load or for pure shear, the doubt is because...
  3. 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
  4. 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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