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  1. torres_303

    drilled and epoxy rebar into 3" concrete slab on NC metal Deck.

    I've ran the calcs in there and I get issues with the edge distance between bar and edge of concrete. Can't seem to have a option to reduce capacity due to smaller critical edge distance.
  2. torres_303

    drilled and epoxy rebar into 3" concrete slab on NC metal Deck.

    Hi everyone. Hope someone can shine some light on a project I'm working on. Project is located in the USA, and I'm using the ACI 318-14 for reference. I have a mezzanine designated for mechanical equipment. The mezzanine floor is existing, consist of a 3" concrete on top of NC metal deck. The...
  3. torres_303

    AISI S100 Box Section Saint-Venant Torsional Constant Clarification

    @KootK Thanks so much for clarifying that for me.
  4. torres_303

    AISI S100 Box Section Saint-Venant Torsional Constant Clarification

    Hi everyone. I have a question in regard to AISI S100-16. The equation to calculate the Saint-Venant constant J which is given in the commentary section as equation C-F2.1-9 and there are two variables in the equation "a" and "b" which are defined as: a = Distance between web centerlines b =...

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