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Recent content by Psymiun

  1. Psymiun

    Column size governed by thickness of weld required at baseplate?

    Hello everyone, I've got a situation where my column requires a 3/16" weld to its baseplate which is anchored into the foundation. Beacuse a 3/16" weld is needed I have to use a column at least 1/4" thick per AISC (3/16"+ 1/16"= 1/4") This leads to VERY low d/c ratios in the column (axial...
  2. Psymiun

    Referencefor a Beam-to-column moment connection with a sloped beam?

    Thanks for the replies. This was my first time using this forum. What a great resource!
  3. Psymiun

    Referencefor a Beam-to-column moment connection with a sloped beam?

    see the attached picture, I designed a regular 90 degree WF to HSS moment connection via a cap plate. Turns out now my boss wants a slight pitch to the roof maybe about a 2" height difference between the front and back face of HSS column (see image). My question is can I reuse this same...
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