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  • Users: misteryCo
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  1. misteryCo

    ETABS Column or pier

    Hello, i'm glad that there is such a helpfull forum. I have folwing question - have you ever model a column with shell elements. And if you did it when you model it as frame and when as pier(shell elements) based on the column size. Usualy my choice is based on column size if depth by width is...

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