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  1. jolougarcia

    Center to Center connection in ETABS

    Hi, everyone, I have a question about the Column to beam connection in ETABS. Does ETABS consider the effect of eccentric connection of beams and columns? thanks
  2. jolougarcia

    beam and column failure in etabs

    hi everyone. I'm currently doing a structural investigation of a 20-storey building, after the analysis I found some beams to be colored red. Looking at it, It says like that the beam's shear stress due to shear and torsion exceeds maximum allowed. my question is, does red-colored beam in...
  3. jolougarcia

    Transformer Pad

    thanks old runner
  4. jolougarcia

    Transformer Pad

    thanks sir dhengr. do you actually mean that we don't really have to design it structurally? What do you mean to make the connections and lock the lod? thanks again.
  5. jolougarcia

    Transformer Pad

    We're about to design a transformer pad we're a first timer in designing on this kind. Can anyone tell us how? and is there any useful article we can read? thanks.
  6. jolougarcia

    balancing load in post-tensioned beams

    thanks slickdeals
  7. jolougarcia

    balancing load in post-tensioned beams

    hi everyone, im currently doing a structural investigation for a 20-storey building. I would like to ask, where can I find the approximate balancing loads for post-tensioned beams? and how to use it? thanks a lot. :)
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