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  1. Still_STRUCTNOOB

    Construction Span Table for Floor Deck

    I was tasked to derived this construction span table from DeckCo catalog so we can show a better representation of our calculation for deck. I reference the loads from SDI and used the section properties from the catalog. I'm currently trying to derive the single span maximum length and the...
  2. Still_STRUCTNOOB

    Line of action of the Forces in Steel Brace Connection

    I am currently designing a brace connection using the design guide 29 of the AISC. My question is about the convergence of the line of action through the control points of the beam, column, and gusset plate. Since a and a_bar or B and B_bar can somehow(usually) not equal, is it necessary to the...

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