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  • Users: Pharaohnee
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  1. Pharaohnee

    Horizontal Reactions from ETABS Load Export

    Good morning team, Quick question - When exporting wind and seismic loads from ETABS into SAFE, along with the vertical reactions, imported nodes also have horizontal (base shear) reactions attached to them. My question is: 1)Do these horizontal (in-plane) applied forces affect the slab...
  2. Pharaohnee

    ETABS 2013 automesh affecting outrigger columns

    Good morning, I'm having an interesting issue with ETABS 2013 I have a concrete high rise structure with an interior core wall and perimeter mega-columns. These mega-columns are being engaged in the lateral system by a typical outrigger system (3 outriggers equally spaced up the tower). For...
  3. Pharaohnee

    SAFE 12 - Punching shear in piles (springs)

    Afternoon all, As you probably know, SAFE will check "punching shear" for spring supports, which we would use to model piles. I was curious how it could possibly check punching shear for these elements since they are not assigned a length or width, which one would need to calculate a critical...
  4. Pharaohnee

    Deep Beam Shear in Pile Caps

    Afternoon, I've recently been involved in a few pile cap shear strength discussions and was wondering if anyone here had any additional insight on the topic. Basically, I have a pile cap that qualifies as a "deep beam" per ACI 318-08 section 15.5.3 (specifically, it qualifies as the case...

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