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  • Users: SebasR0310
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  1. SebasR0310

    Desi of Slab with beams on CSI Safe

    Greetings! I'm designing a foundation slab with beams connecting the columns. My question is, do I have to assign column design strips to get the rebar on the slab in addition to the rebar of the beam itself, or its enough to design the beam and omit the column design strip? Thanks.
  2. SebasR0310

    Different level of support Base Shear scaling up

    Greetings! I'm working on a building in Etabs that has supports at two different levels (see image). So my question is, how is the right way to do the scaling of the dynamic shear force? i cant do a reading of the "base reactions" table because not all the supports are at the "base" level...
  3. SebasR0310

    Live Load Distribution Factor

    Hi, I'm just a beginner in bridges and I have what I think is a very basic question, but I have to ask. When the live load distribution factor "g" is calculated by AASHTO, the longitudinal stiffness parameter "kg" is involved, which depends on the area of ​​the beam and the moment of inertia...

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