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  • Users: YCLJ
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  1. YCLJ

    ETABS Auto Wind Analysis -- "Deck" or "Slab"?

    I am using ETABS Auto Wind with ASCE7-10 for 4" cover on 2" deck composite floor system, with a roof that has a 1.5" roof deck (no slab on roof). Wind load is based on diaphragm extent. I intend to ONLY model the lateral elements (perimeter walls), but NOT the interior steel framing...
  2. YCLJ

    Rectangular HSS beam with AXIAL load and slab on top flange -- what is Ly?

    Hi, I'm designing a 12-ft long rectangular HSS beam (say, HSS 12x4) with axial load and the beam is also connected to a slab through shear studs on the top flange. So you can see the top flange is well restrained. For axial load check, do I consider the HSS unbraced in the weak direction? Or...

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