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  1. jakedoug

    Assessing the Rigidity of Frame Column to Footing Connection & Discussion on HSS Moment Connecti

    That document is fantastic. Thank you for sharing! I can finally justify my assumption
  2. jakedoug

    Assessing the Rigidity of Frame Column to Footing Connection & Discussion on HSS Moment Connecti

    Here's an additional snip of a half-section of my concept for reference.https://files.engineering.com/getfile.aspx?folder=2987298c-d805-4b95-ad35-ff34e90f848d&file=Screen_Shot_2022-09-21_at_1.43.35_PM.png
  3. jakedoug

    Assessing the Rigidity of Frame Column to Footing Connection & Discussion on HSS Moment Connecti

    Gentlemen, Thank you for your insight. I was already using 20' bays and connecting HSS rafters to HSS columns to create the frame. All of the components were designed for the effects of all loads (axial, shearing, and moments) along the entire load path all the way to the ground. In terms of...
  4. jakedoug

    Assessing the Rigidity of Frame Column to Footing Connection & Discussion on HSS Moment Connecti

    Hello! Welcome to my initiation (first post on this site.) I've spent quite a lot of time on this design going back on forth on a few critical assumptions and would love to hear what others think/would do to get out of this rut. Project parameters: Design a 20' tall by 20' wide by 60' long...

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