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  1. Mubeen Abid
    Dear All As salam alaikum, In my case I have a footing for neck column(This neck column is upto tie beam level only), The tie beam tied to this column is supporting a FLOATING COLUMN. FLOATING COLUMN is resting on the edge of the cantilever of tiebeam. I want to know what moments shall I consider for footing design, shall i take the column bottom moments or shall i take column top moments which is from cantilever tie beam. Kindly provide me your valuable suggestions. For your referrence kindly find attached footing & tie beam layout.Structure.dwg fdn layout.pdf tie beam layout.pdf
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