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Recent content by IC3D

  1. IC3D

    Built up beam+channel & brace connection

    Not moving working points.
  2. IC3D

    Built up beam+channel & brace connection

    I have both cases where I am connecting to column and where the gusset is strictly on the beam due to the acute angle of the bracing. HSS columns so making it one big knife connection.
  3. IC3D

    Built up beam+channel & brace connection

    Exactly my thinking but wanted a second opinion. Thanks.
  4. IC3D

    Built up beam+channel & brace connection

    Thanks for responding, I've uploaded the snapshot file, hope it works. It's basically a channel welded to beam similar to crane beam with a typical brace gusset plate on the beam ends. Just wondering if it's typical to notch the channel around the gusset plate or weld the gusset plate directly...
  5. IC3D

    Built up beam+channel & brace connection

    Hi All, Detailing a job right now with W18x35 and W16x36 with cap channel C8x11.5. Some bays have vertical bracing ranging from 45 to 20 kips and I was wondering if the C8x11.5 cap channels should be notch to allow the brace gusset plate to be welded directly to beam top flange ends or weld the...
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