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  • Users: U4ENIK
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  1. U4ENIK

    Additional bars not installed around opening in a flat plate

    Hi Everybody, I am working on a project where the slab was poured, but no additional bars were installed around an opening. Is there a theory that can allow you to take an effective width around/ each side of the opening and say that you can engage more of the adjacent slab bars to make up for...
  2. U4ENIK

    Analysis of cast iron column's seat

    Hi Everybody, I am working on a building having cast iron columns supporting girders by means of triangular stiffened seats. Has anyone analysed such seats? Is there any literature with examples of how to go about checking the capacities of such supports? Thank you for your time.
  3. U4ENIK

    Restraining the top of a top column when using SAFE

    Hi Everybody, What would be the appropriate restrain for the top of the column above slab when using SAFE? and Why? Why is that the column below the slab is always fixed at the bottom, but we are not fixing the top of the column above slab. Some of my colleagues only restrain the column in Rx...

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